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

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Structure Number: 720526,  Location: I-295 SB / MONUMENT RD. (Lat: 30.340800,  Lng: -81.541906),  Route carried "on" structure: Interstate 295,  Year Built: 1991,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,556 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MONUMENT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.306,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720527,  Location: SR-9A NB/ SOUTHSIDE CONN. (Lat: 30.349067,  Lng: -81.552428),  Route carried "on" structure: Interstate 295,  Year Built: 1988,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,556 (year 2042),  Design Load: HS 20,  Features Intersected: SR-113 (SOUTHSIDE CONN.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.919,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720528,  Location: I-295 SB/ SOUTHSIDE CONN. (Lat: 30.348739,  Lng: -81.552436),  Route carried "on" structure: State highway 295,  Year Built: 1988,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,556 (year 2042),  Design Load: HS 20,  Features Intersected: SR-113 (SOUTHSIDE CONN.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.938,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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: 720529,  Location: I-95 SB RAMP/SR-13/HENDR (Lat: 30.313889,  Lng: -81.654692),  Route carried "on" structure: Interstate 95,  Year Built: 1989,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 41.21m (135.20ft),  Average Daily Traffic: 16,500 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 28,628 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HENDRICKS/KINGS/MONTANA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.093,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720532,  Location: 0.6 MI. N. OF MERRILL RD. (Lat: 30.362072,  Lng: -81.553297),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,094 (year 2042),  Design Load: HS 20,  Features Intersected: I-295 (SR-9A),  Facility Carried by Structure: FORT CAROLINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720533,  Location: 0.1 MI. W. OF SR-113 (Lat: 30.352367,  Lng: -81.555044),  Route carried "on" structure: Interstate 295,  Year Built: 1988,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: MERRILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.473,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.7 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720534,  Location: 0.1 MI. W. OF SR-113 (Lat: 30.352394,  Lng: -81.554758),  Route carried "on" structure: Interstate 295,  Year Built: 1988,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: MERRILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.473,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720535,  Location: 0.3 MI. N. OF MERRILL RD. (Lat: 30.357222,  Lng: -81.554722),  Route carried "on" structure: Ramp State highway 113,  Year Built: 1988,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,278 (year 2042),  Design Load: H 20,  Features Intersected: I-295 (SR-9A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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,  Underclear: High priority of corrective action,  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: 720536,  Location: 0.7 MI.S.OF HECKSCHER DR. (Lat: 30.402222,  Lng: -81.564444),  Route carried "on" structure: Interstate 295,  Year Built: 1988,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 34,387 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,661 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NEW BERLIN RD. & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.630,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720537,  Location: 0.7 MI.S.OF HECKSCHER DR. (Lat: 30.402222,  Lng: -81.564211),  Route carried "on" structure: Interstate 295,  Year Built: 1988,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 34,387 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,661 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NEW BERLIN RD. & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.639,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 720538,  Location: 1.4 MI. N. OF DAMES PT. (Lat: 30.412156,  Lng: -81.564897),  Route carried "on" structure: Interstate 295,  Year Built: 1988,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-105 HECKSCHER DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.576,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 720539,  Location: 1.4 MI. N. OF DAMES PT. (Lat: 30.412142,  Lng: -81.564639),  Route carried "on" structure: Interstate 295,  Year Built: 1988,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-105 HECKSCHER DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.576,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 72054,  Location: 0.8 MI. N. OF SR-115 (Lat: 30.329258,  Lng: -81.554325),  Route carried "on" structure: State highway 113,  Year Built: 1987,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: REGENCY SQUARE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.083,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720541,  Location: 0.8 MI. N. OF SR-115 (Lat: 30.329239,  Lng: -81.554033),  Route carried "on" structure: State highway 113,  Year Built: 1987,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: REGENCY SQUARE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.083,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720542,  Location: I-295 SB/THERESA DR. (Lat: 30.320533,  Lng: -81.526206),  Route carried "on" structure: Interstate 295,  Year Built: 1992,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: THERESA DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.076,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720543,  Location: I-295 NB / THERESA DR. (Lat: 30.320397,  Lng: -81.525981),  Route carried "on" structure: Interstate 295,  Year Built: 1992,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: THERESA DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.076,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720544,  Location: LEE RD. / I-295 (SR-9A) (Lat: 30.336961,  Lng: -81.537672),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 2,701 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,686 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-295 (SR-9A),  Facility Carried by Structure: LEE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.132,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 720545,  Location: 0.6 MI. N. ST.JOHNS BLUFF (Lat: 30.324078,  Lng: -81.527367),  Route carried "on" structure: Interstate 295,  Year Built: 1992,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-10 (ATLANTIC BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.645,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720546,  Location: 0.6 MI. N. ST.JOHNS BLUFF (Lat: 30.324061,  Lng: -81.527597),  Route carried "on" structure: Interstate 295,  Year Built: 1993,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-10 (ATLANTIC BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.645,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 63.4m (208.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72055,  Location: 1.2 MILES EAST OF SR 9A (Lat: 30.412500,  Lng: -81.542225),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 51.21m (168.01ft),  Average Daily Traffic: 6,500 (year 2021),  Truck Traffic: 43%,  Average Future Daily Traffic: 11,278 (year 2042),  Design Load: HS 20,  Features Intersected: ST.JOHNS RIVER-W.CHANNEL,  Facility Carried by Structure: DAVE RAWLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.964,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 23.8m (78.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720552,  Location: I-95 NB RAMP TO FORSYTH (Lat: 30.329167,  Lng: -81.675556),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1992,  Status: Open,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,808 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BAY ST. & I-95 SB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720553,  Location: I-95 NB COLLECTOR / CSXRR (Lat: 30.328889,  Lng: -81.676389),  Route carried "on" structure: Interstate 95,  Year Built: 1992,  Status: Open,  Structure Length: 44.47m (145.90ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CITY STREETS & CSXRR
Minimum Vertical Clearance: 6.21m (20.37ft),  Kilometerpoint: 1.706,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 52.7m (172.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720554,  Location: I-95 SB COLLECTOR / CSXRR (Lat: 30.328975,  Lng: -81.677025),  Route carried "on" structure: Interstate 95,  Year Built: 1991,  Status: Open,  Structure Length: 44.36m (145.54ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CITY STREETS & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.116,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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: High priority of corrective action,  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: 720555,  Location: BAY ST. RAMP TO I-95 SB (Lat: 30.329167,  Lng: -81.677222),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1991,  Status: Open,  Structure Length: 23.62m (77.49ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,899 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CITY STREETS & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.175,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720556,  Location: I-295 NB/US-90 (BCH BLVD) (Lat: 30.286944,  Lng: -81.521667),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90(SR-212) BEACH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.813,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: Better than 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720557,  Location: I-295 SB/US-90 BCH. BLVD. (Lat: 30.286972,  Lng: -81.521831),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90 (SR-212) BCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.813,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: Better than 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720558,  Location: I-295 NB OVER SAINTS RD. (Lat: 30.294950,  Lng: -81.521808),  Route carried "on" structure: Interstate 295,  Year Built: 2003,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAINTS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.942,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720559,  Location: I-295 SB OVER SAINTS RD. (Lat: 30.294950,  Lng: -81.522042),  Route carried "on" structure: Interstate 295,  Year Built: 2003,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAINTS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.942,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72056,  Location: I-295 NB OVER ALDEN RD. (Lat: 30.301139,  Lng: -81.523094),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ALDEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.226,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.4 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720561,  Location: I-295 SB OVER ALDEN RD. (Lat: 30.301111,  Lng: -81.523333),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ALDEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.224,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.4 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720562,  Location: I-295 NB/LOST PINE DR. (Lat: 30.308889,  Lng: -81.523611),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOST PINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.392,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: 720563,  Location: I-295 SB/LOST PINE DR. (Lat: 30.308814,  Lng: -81.523908),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOST PINE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.391,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720564,  Location: I-295 NB/ST. J. BLUFF RD. (Lat: 30.316603,  Lng: -81.524689),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 10.96m (35.96ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ST. JOHNS BLUFF RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.483,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.4m (214.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720565,  Location: I-295 SB/ST. J. BLUFF RD. (Lat: 30.316400,  Lng: -81.524847),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 12.59m (41.31ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ST. JOHNS BLUFF RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.527,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.4m (214.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720566,  Location: 0.9 MI. E. OF US-1 ALT (Lat: 30.250150,  Lng: -81.536025),  Route carried "on" structure: State highway 202,  Year Built: 1991,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 119,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 207,332 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: GATE PARKWAY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.412,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.1m (118.4ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.7m (222.1ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720568,  Location: SR-105 NB/SAN CARLOS CRK. (Lat: 30.412056,  Lng: -81.548639),  Route carried "on" structure: State highway 105,  Year Built: 1994,  Status: Open,  Structure Length: 26.52m (87.01ft),  Average Daily Traffic: 9,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,049 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN CARLOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.174,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.0 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720569,  Location: SR-105 SB/SAN CARLOS CRK. (Lat: 30.412222,  Lng: -81.548889),  Route carried "on" structure: State highway 105,  Year Built: 1994,  Status: Open,  Structure Length: 23.53m (77.20ft),  Average Daily Traffic: 9,250 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,049 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN CARLOS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.188,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72057,  Location: SR-13 SB/ ST. JOHNS RIVER (Lat: 30.321828,  Lng: -81.664497),  Route carried "on" structure: State highway 13,  Year Built: 1991,  Status: Open,  Structure Length: 50.14m (164.50ft),  Average Daily Traffic: 16,250 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,194 (year 2042),  Design Load: HS 20,  Features Intersected: ST. JOHNS RIVER
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.768,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 192.0m (629.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 720571,  Location: SR-13 NB/ ST. JOHNS RIVER (Lat: 30.321944,  Lng: -81.664167),  Route carried "on" structure: State highway 13,  Year Built: 1991,  Status: Open,  Structure Length: 50.14m (164.50ft),  Average Daily Traffic: 16,250 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,194 (year 2042),  Design Load: HS 20,  Features Intersected: ST. JOHNS RIVER
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 0.768,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 192.0m (629.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Other

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Structure Number: 720572,  Location: SR-13 SB / PRUDENTIAL DR. (Lat: 30.316133,  Lng: -81.660750),  Route carried "on" structure: State highway 13,  Year Built: 1991,  Status: Open,  Structure Length: 13.72m (45.01ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PRUDENTIAL DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.269,  Lanes on structure: 3,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 720573,  Location: SR-13 NB / PRUDENTIAL DR. (Lat: 30.316253,  Lng: -81.660511),  Route carried "on" structure: State highway 13,  Year Built: 1991,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 14,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PRUDENTIAL DR.
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.269,  Lanes on structure: 3,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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: 34.3 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: Meets minimum limits,  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,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 720574,  Location: SR-13 SB TO PRUDENTIAL DR (Lat: 30.318056,  Lng: -81.662222),  Route carried "on" structure: Ramp State highway 13,  Year Built: 1991,  Status: Open,  Structure Length: 14.60m (47.90ft),  Average Daily Traffic: 6,100 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,584 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: VACANT LOT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place