Bridge Statistics for Port St. Lucie-River Park, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 94014,  Location: 0.1MI NOF LK JOSEPHINE DR (Lat: 27.388742,  Lng: -81.427669),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 347 (year 2042),  Design Load: HS 20,  Features Intersected: JOSEPHINE CREEK,  Facility Carried by Structure: W. JOSEPHINE CT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.9m (16.1ft)

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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 94016,  Location: 0.6 MI WEST OF US-27 (Lat: 27.387456,  Lng: -81.422342),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,150 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 1,995 (year 2042),  Design Load: H 20,  Features Intersected: JOSEPHINE CREEK WEIR,  Facility Carried by Structure: LK JOSEPHINE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.614,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: 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: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890121,  Location: 1.5 N of SW KANNER HWY (Lat: 27.124681,  Lng: -80.279508),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 11.98m (39.30ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-91 (Fla's.Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.278,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 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: Somewhat better than minimum adequacy,  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: 890122,  Location: 1.5 Mi N/O SW Kanner Hwy (Lat: 27.125169,  Lng: -80.279844),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,038 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-91 (Fla's. Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.339,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940049,  Location: 1.2MI S PORT ST LUCIE BLV (Lat: 27.262447,  Lng: -80.352375),  Route carried "on" structure: State highway 91,  Year Built: 1958,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 25,155 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 43,643 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RIM DITCH CANAL C-24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable 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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940061,  Location: 1.6 MI N OF MARTIN CO (Lat: 27.227089,  Lng: -80.341600),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 50,309 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 87,286 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.519,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 27.1m (88.9ft),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: 940082,  Location: 1.2MI S PORT ST LUCIE RMP (Lat: 27.262503,  Lng: -80.352239),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 25,155 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 43,643 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: RIM DITCH CANAL C-24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.547,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940104,  Location: 0.74 MI N OF ST LUCIE BLV (Lat: 27.293547,  Lng: -80.369767),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,800 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 32,618 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.453,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 940105,  Location: 0.74 MI N OF ST LUCIE BLV (Lat: 27.293667,  Lng: -80.369511),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 18,800 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 32,618 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.453,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 940106,  Location: 2.85 MI SOUTH OF SR-712 (Lat: 27.337850,  Lng: -80.374264),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 37,600 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 65,236 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.393,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 940108,  Location: 4.3 m N of Martin Co Line (Lat: 27.264383,  Lng: -80.422308),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 40,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 69,834 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Gatlin Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.922,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940109,  Location: 4.3 m N of Martin Co Line (Lat: 27.264372,  Lng: -80.421906),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 40,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 69,834 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Gatlin Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.919,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940111,  Location: I-95 over Midway Road (Lat: 27.374525,  Lng: -80.408878),  Route carried "on" structure: Interstate 95,  Year Built: 1981,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 30,193 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 52,385 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR 712 (Midway Road)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.529,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940112,  Location: I-95 over Midway Road (Lat: 27.374811,  Lng: -80.410214),  Route carried "on" structure: Interstate 95,  Year Built: 1981,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 30,193 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 52,385 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-712 Midway Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.508,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940113,  Location: 2 mi. N of Gatlin Blvd. (Lat: 27.289314,  Lng: -80.421086),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 40,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 69,834 (year 2042),  Design Load: HL 93,  Features Intersected: Galiano Rd. & C-24 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.806,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940114,  Location: 2 mi. N of Gatlin Blvd. (Lat: 27.289044,  Lng: -80.420811),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 12.68m (41.60ft),  Average Daily Traffic: 40,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 69,834 (year 2042),  Design Load: HL 93,  Features Intersected: Galiano Rd & C-24 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.806,  Lanes on structure: 3,  Lanes under structure: 2,  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: 6,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940115,  Location: 0.75 Mile S of Midway Rd. (Lat: 27.354892,  Lng: -80.414247),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 14.55m (47.74ft),  Average Daily Traffic: 30,193 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 52,385 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR-709 & FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.260,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940116,  Location: 1.3 Mile S of Midway Rd. (Lat: 27.355200,  Lng: -80.413875),  Route carried "on" structure: Interstate 95,  Year Built: 1982,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 14.55m (47.74ft),  Average Daily Traffic: 30,193 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 52,385 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CR 709 & FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.297,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940121,  Location: 0.2 MI N OF ST LUCIE BLVD (Lat: 27.276328,  Lng: -80.360075),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1975,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 1,700 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,950 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK (ST LUCIE INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.449,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940139,  Location: 1.8mi. East of SR-91 (Lat: 27.271758,  Lng: -80.324603),  Route carried "on" structure: State highway 716,  Year Built: 1991,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: Long Creek,  Facility Carried by Structure: EB St. Lucie Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.262,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 94014,  Location: 2mi. East of SR-91 (Lat: 27.271708,  Lng: -80.322222),  Route carried "on" structure: State highway 716,  Year Built: 1991,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: N. Fork St. Lucie River,  Facility Carried by Structure: EB Prt St Lucie Bd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.502,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Navigation Control: Yes ( Vertical Clearance: 5.6m (18.4ft), Horizontal Clearance: 23.0m (75.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940142,  Location: Port St Lucie / FL TPK. (Lat: 27.272844,  Lng: -80.358422),  Route carried "on" structure: State highway 716,  Year Built: 1995,  Status: Open,  Structure Length: 7.93m (26.02ft),  Average Daily Traffic: 51,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 88,485 (year 2040),  Design Load: HS 20,  Features Intersected: SR-91 (Florida Turnpike),  Facility Carried by Structure: Port St. Lucie Bld
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.936,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940144,  Location: 1.8mi. East of SR-91 (Lat: 27.271875,  Lng: -80.324603),  Route carried "on" structure: State highway 716,  Year Built: 1993,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: Long Creek,  Facility Carried by Structure: WB St. Lucie Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.262,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940145,  Location: 2mi. East of SR-91 (Lat: 27.271819,  Lng: -80.322222),  Route carried "on" structure: State highway 716,  Year Built: 1993,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,508 (year 2042),  Design Load: HS 20,  Features Intersected: N Fork St. Lucie River,  Facility Carried by Structure: WB Prt St Lucie Bd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.502,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Navigation Control: Yes ( Vertical Clearance: 5.6m (18.4ft), Horizontal Clearance: 23.0m (75.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 94016,  Location: Becker Rd/I-95 interchge (Lat: 27.209750,  Lng: -80.400528),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 1,800 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HL 93,  Features Intersected: I-95 (S.R. 9),  Facility Carried by Structure: Becker Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.379,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 940161,  Location: Crosstown Pkwy/I-95 (Lat: 27.294222,  Lng: -80.417583),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 17,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,363 (year 2042),  Design Load: HL 93,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: Crosstown Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.052,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 40.0m (131.2ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 40.0m (131.2ft),  Out-to-Out Width: 47.9m (157.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 941001,  Location: 0.3 Mi. W of SE Bosko Dr (Lat: 27.209478,  Lng: -80.333611),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,268 (year 2042),  Design Load: HL 93,  Features Intersected: Florida Turnpike (SR-91),  Facility Carried by Structure: Becker Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.532,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 34.9 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 944008,  Location: 0.5MI Nof PT ST LUCIE BLD (Lat: 27.280372,  Lng: -80.331792),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,200 (year 2042),  Design Load: HS 20,  Features Intersected: ELKCAM WATERWAY,  Facility Carried by Structure: FLORESTA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.876,  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: 10.7m (35.1ft),  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: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 944011,  Location: 0.8 MI W OF US-1 (Lat: 27.323811,  Lng: -80.335050),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 24,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,202 (year 2042),  Design Load: HS 20,  Features Intersected: ST. LUCIE RIVER,  Facility Carried by Structure: PRIMA VISTA BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.256,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 17.6m (57.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 54.0 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,  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 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 944012,  Location: 0.9 MI W OF US-1 (Lat: 27.325003,  Lng: -80.333233),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 24,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,202 (year 2042),  Design Load: HS 20,  Features Intersected: FORK OF ST. LUCIE RIVER,  Facility Carried by Structure: PRIMA VISTA BLVD.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.062,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 944013,  Location: 1.6mi N of P ST LUCIE BLD (Lat: 27.293814,  Lng: -80.349603),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,000 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ELKCAM CANAL,  Facility Carried by Structure: AIROSO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.427,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021

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Structure Number: 944018,  Location: 0.1Mi. E of Bayshore Blvd (Lat: 27.295625,  Lng: -80.370372),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 18.23m (59.81ft),  Average Daily Traffic: 18,100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,150 (year 2042),  Design Load: HL 93,  Features Intersected: FTPK & S Macedo Blvd.,  Facility Carried by Structure: Crosstown Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.727,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.1m (95.5ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 944019,  Location: 0.45 mi W of US-1 (Lat: 27.305617,  Lng: -80.315808),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 122.90m (403.22ft),  Average Daily Traffic: 47,000 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 62,300 (year 2042),  Design Load: HL 93,  Features Intersected: St Lucie River,  Facility Carried by Structure: Crosstown Parkway
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.747,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable 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 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 94525,  Location: 0.6MI W OF US-1 (Lat: 27.258653,  Lng: -80.290472),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 6.08m (19.95ft),  Average Daily Traffic: 11,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,606 (year 2042),  Design Load: HS 20,  Features Intersected: HOWARD CREEK,  Facility Carried by Structure: WESTMORELAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.163,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 945251,  Location: 0.2MI S OF FLORESTA DR (Lat: 27.262122,  Lng: -80.335917),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 8.79m (28.84ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,000 (year 2042),  Design Load: H 20,  Features Intersected: CANAL C-24,  Facility Carried by Structure: SOUTH BEND BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.404,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 945252,  Location: 0.2MI S OF N MACEDO BLVD. (Lat: 27.337728,  Lng: -80.358489),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 220 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 250 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-108,  Facility Carried by Structure: JORGENSEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 945253,  Location: 0.2MI N OF NW BAYSHORE BL (Lat: 27.337739,  Lng: -80.366581),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,500 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-108,  Facility Carried by Structure: SELVITZ RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.351,  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: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 46.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 945254,  Location: 0.5MI W OF NW ST JAMES DR (Lat: 27.337742,  Lng: -80.373611),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,000 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-108,  Facility Carried by Structure: NORTH MACEDO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 10.7m (35.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 945255,  Location: 1.6MI N OF GATLIN BLVD. (Lat: 27.283183,  Lng: -80.423453),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,000 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL E-8,  Facility Carried by Structure: SAVAGE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.813,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 945256,  Location: 0.5MI N of GATLIN BLVD. (Lat: 27.269503,  Lng: -80.386300),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Posted for load-capacity,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,000 (year 2042),  Design Load: HL 93,  Features Intersected: CANAL C-24,  Facility Carried by Structure: SAVONA BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.785,  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: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 945257,  Location: 1.2MI W OF PORT ST. LUCIE (Lat: 27.220617,  Lng: -80.391536),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,200 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,900 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL E-12/E-84,  Facility Carried by Structure: PAAR DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.798,  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: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous