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

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Structure Number: 720789,  Location: RAMP K/I-95 TO ATLANTIC B (Lat: 30.309361,  Lng: -81.647111),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2015,  Status: Open,  Structure Length: 32.31m (106.00ft),  Average Daily Traffic: 12,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 21,688 (year 2042),  Design Load: HL 93,  Features Intersected: I-95 Ramp to Atlantic,  Facility Carried by Structure: RAMP K TO ATLANTIC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.175,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72079,  Location: RAMP J to I-95 NB CD (Lat: 30.309131,  Lng: -81.646508),  Route carried "on" structure: Ramp State highway 95,  Year Built: 2017,  Status: Open,  Structure Length: 29.65m (97.28ft),  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,003 (year 2042),  Design Load: HL 93,  Features Intersected: I-95 NB CD,  Facility Carried by Structure: RAMP J
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 84.7m (277.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 43.1 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 720791,  Location: US-90 (SR-10) ATLANTIC (Lat: 30.308694,  Lng: -81.645444),  Route carried "on" structure: Ramp US 90,  Year Built: 2016,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,072 (year 2042),  Design Load: HL 93,  Features Intersected: BARBARA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.222,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.6m (136.5ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 720792,  Location: I-95/US-1/SR-13/FECRR (Lat: 30.313864,  Lng: -81.659069),  Route carried "on" structure: Interstate 95,  Year Built: 2016,  Status: Open,  Structure Length: 13.44m (44.09ft),  Average Daily Traffic: 166,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 288,010 (year 2042),  Design Load: HL 93,  Features Intersected: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.5m (132.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 40.5m (132.9ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 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: Meets minimum limits,  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: 720793,  Location: 0.4 miles North of US-90 (Lat: 30.308583,  Lng: -81.988500),  Route carried "on" structure: State highway 201,  Year Built: 2019,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HL 93,  Features Intersected: JACKSONVILLE-BALDWIN TRL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720794,  Location: 0.4 miles North of US-90 (Lat: 30.308583,  Lng: -81.988833),  Route carried "on" structure: State highway 201,  Year Built: 2019,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HL 93,  Features Intersected: JACKSONVILLE-BALDWIN TRL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720799,  Location: SR 23 NB/ARGYLE FOREST BL (Lat: 30.195778,  Lng: -81.837294),  Route carried "on" structure: State highway 23,  Year Built: 2017,  Status: Open,  Structure Length: 5.44m (17.85ft),  Average Daily Traffic: 9,350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,222 (year 2042),  Design Load: HL 93,  Features Intersected: ARGYLE FOREST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.768,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.4m (178.5ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.6 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: 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: 7208,  Location: SR 23 SB/ARGYLE FOREST BL (Lat: 30.195728,  Lng: -81.837681),  Route carried "on" structure: State highway 23,  Year Built: 2017,  Status: Open,  Structure Length: 5.28m (17.32ft),  Average Daily Traffic: 9,350 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,222 (year 2042),  Design Load: HL 93,  Features Intersected: ARGYLE FOREST BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.768,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.8m (173.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.4 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: 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: 720801,  Location: I-295 NB RAMP/BERLIN RD. (Lat: 30.402194,  Lng: -81.563611),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2016,  Status: Open,  Structure Length: 13.53m (44.39ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: HL 93,  Features Intersected: NEW BERLIN RD & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720802,  Location: 0.5 miles North of US-90 (Lat: 30.310167,  Lng: -81.986611),  Route carried "on" structure: State highway 201,  Year Built: 2019,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,492 (year 2042),  Design Load: HL 93,  Features Intersected: Baldwin Outfall Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720803,  Location: .1 MI. N. of US-301 (Lat: 30.295478,  Lng: -81.987083),  Route carried "on" structure: State highway 201,  Year Built: 2019,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 14,401 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,986 (year 2042),  Design Load: HL 93,  Features Intersected: Brandy Branch Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.605,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 720804,  Location: 0.5 Mile South of US. 301 (Lat: 30.324392,  Lng: -81.965906),  Route carried "on" structure: State highway 201,  Year Built: 2019,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HL 93,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.635,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720805,  Location: 0.5 Mile South of US-301 (Lat: 30.324106,  Lng: -81.965972),  Route carried "on" structure: State highway 201,  Year Built: 2019,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HL 93,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.635,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720806,  Location: SR-134 OVER SR-23 (Lat: 30.247028,  Lng: -81.845444),  Route carried "on" structure: State highway 134,  Year Built: 2017,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 11,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,473 (year 2042),  Design Load: HL 93,  Features Intersected: SR-23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.447,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 720807,  Location: SR-228 EB/SR-23 (Lat: 30.260778,  Lng: -81.862861),  Route carried "on" structure: State highway 228,  Year Built: 2017,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,986 (year 2042),  Design Load: HL 93,  Features Intersected: SR-23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.038,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.6m (146.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.6 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 720808,  Location: SR-228 WB/SR-23 (Lat: 30.261389,  Lng: -81.861833),  Route carried "on" structure: State highway 228,  Year Built: 2016,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,986 (year 2042),  Design Load: HL 93,  Features Intersected: SR-23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.032,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.6m (146.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 720809,  Location: NEW WORLD AVE/SR 23 (Lat: 30.277000,  Lng: -81.876917),  Route carried "on" structure: City street 23,  Year Built: 2018,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 5,800 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,063 (year 2029),  Design Load: HL 93,  Features Intersected: SR 23,  Facility Carried by Structure: NEW WORLD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.605,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 720811,  Location: SR-243/LOW FLOOD AREA (Lat: 30.499161,  Lng: -81.656547),  Route carried "on" structure: State highway 243,  Year Built: 2016,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,164 (year 2042),  Design Load: HL 93,  Features Intersected: LOW FLOOD AREA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.391,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 14.8m (48.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720813,  Location: 15th Ave (Lat: 30.302381,  Lng: -81.399322),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,201 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,084 (year 2042),  Design Load: HL 93,  Features Intersected: Hopkins Creek,  Facility Carried by Structure: 15th Avenue N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720814,  Location: I-95 OVER JTB (Lat: 30.248472,  Lng: -81.593417),  Route carried "on" structure: Interstate 95,  Year Built: 2016,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 99,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 171,765 (year 2042),  Design Load: HL 93,  Features Intersected: JTB (SR-202)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.726,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 722800,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.2m (128.6ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.7m (153.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.7 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: High priority of corrective action,  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: 720815,  Location: I-95 SB (SR-9) COLLECTOR (Lat: 30.248333,  Lng: -81.593611),  Route carried "on" structure: Interstate 95,  Year Built: 2016,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 7,600 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,186 (year 2042),  Design Load: HL 93,  Features Intersected: SR-202 (JTB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.365,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.5m (129.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720816,  Location: I-95 SB TO SR 202 EB (Lat: 30.249283,  Lng: -81.593381),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2017,  Status: Open,  Structure Length: 40.90m (134.19ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HL 93,  Features Intersected: I-95/SR-202 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.275,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 70.4m (231.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 36.6 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: 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,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720817,  Location: SR-202 WB TO I-95 NB RAMP (Lat: 30.251806,  Lng: -81.587417),  Route carried "on" structure: State highway 202,  Year Built: 2016,  Status: Open,  Structure Length: 13.22m (43.37ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 39,905 (year 2042),  Design Load: HL 93,  Features Intersected: RAMP E1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.093,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.4m (145.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720818,  Location: SB RAMP TO SR 228 (Lat: 30.261042,  Lng: -81.865853),  Route carried "on" structure: Ramp State highway 23,  Year Built: 2018,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 520 (year 2042),  Design Load: HL 93,  Features Intersected: NORMANDY DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.568,  Lanes on structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020

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Structure Number: 72082,  Location: SR-23 SB/I-10 (Lat: 30.306472,  Lng: -81.879181),  Route carried "on" structure: State highway 23,  Year Built: 2016,  Status: Open,  Structure Length: 7.57m (24.84ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,422 (year 2042),  Design Load: HL 93,  Features Intersected: I-10 (SR-8)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.429,  Lanes on structure: 2,  Lanes under structure: 9,  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: 41.5m (136.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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: Somewhat better than minimum adequacy,  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: 720821,  Location: SR-23/US-90/CSXRR (Lat: 30.311056,  Lng: -81.879222),  Route carried "on" structure: Ramp State highway 23,  Year Built: 2017,  Status: Open,  Structure Length: 15.94m (52.30ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,422 (year 2042),  Design Load: HL 93,  Features Intersected: US-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.832,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 49.6m (162.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720822,  Location: SR-23/US-90/CSXRR (Lat: 30.311239,  Lng: -81.878319),  Route carried "on" structure: Ramp State highway 23,  Year Built: 2017,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 13,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,422 (year 2042),  Design Load: HL 93,  Features Intersected: US-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.859,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.0m (167.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720823,  Location: I-10 WB to US-90/CSXRR (Lat: 30.311417,  Lng: -81.876500),  Route carried "on" structure: Ramp State highway 10,  Year Built: 2017,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,164 (year 2042),  Design Load: HL 93,  Features Intersected: US-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.3m (224.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable 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: 720832,  Location: I295 NB EXP LN TO SR202 (Lat: 30.248222,  Lng: -81.514972),  Route carried "on" structure: Ramp Interstate 10,  Year Built: 2021,  Status: Open,  Structure Length: 22.91m (75.16ft),  Average Daily Traffic: 2,200 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,817 (year 2042),  Design Load: HL 93,  Features Intersected: I-295 NB,  Facility Carried by Structure: I295 NB EXPRESS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.044,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720834,  Location: SR-9B NB OVER I-295 NB (Lat: 30.179722,  Lng: -81.513750),  Route carried "on" structure: Ramp State highway 9B,  Year Built: 2021,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 5,001 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,677 (year 2042),  Design Load: HL 93,  Features Intersected: I-295 NB (SR-9A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.486,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.6m (202.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.0 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: Better than present minimum 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: 720843,  Location: 5th Street (Lat: 30.305131,  Lng: -81.399861),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,201 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,084 (year 2042),  Design Load: HL 93,  Features Intersected: Hopkins Creek,  Facility Carried by Structure: 18th Ave. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720844,  Location: 20th Ave. North (Lat: 30.307578,  Lng: -81.400156),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,501 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,604 (year 2042),  Design Load: HL 93,  Features Intersected: Hopkins Creek,  Facility Carried by Structure: 20th Ave. North
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720845,  Location: 5th Street (Lat: 30.309944,  Lng: -81.400353),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,201 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,084 (year 2042),  Design Load: HL 93,  Features Intersected: Hopkins Creek,  Facility Carried by Structure: 5th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720847,  Location: Main St / Hogans Creek (Lat: 30.334000,  Lng: -81.655639),  Route carried "on" structure: US /1,  Year Built: 2017,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,136 (year 2042),  Design Load: H 20,  Features Intersected: Hogans Creek,  Facility Carried by Structure: US-1 (Main St.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.312,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72091,  Location: 0.3 MI. S. OF WINONA DR. (Lat: 30.365286,  Lng: -81.653000),  Route carried "on" structure: US 17,  Year Built: 1925,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 16,600 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,801 (year 2042),  Design Load: HS 20,  Features Intersected: LONG BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.822,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72092,  Location: 0.5 MI. N. OF I-295 (Lat: 30.167936,  Lng: -81.541211),  Route carried "on" structure: US 1,  Year Built: 1934,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 33,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 58,122 (year 2042),  Design Load: H 15,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.205,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 39 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 720933,  Location: FERRY RAMP AT MAYPORT (Lat: 30.395608,  Lng: -81.429803),  Route carried "on" structure: Alternate State highway A1A,  Year Built: 1973,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 6,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,798 (year 2042),  Design Load: HL 93,  Features Intersected: ST. JOHNS RIVER
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 5.552,  Lanes on structure: 1,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Navigation Control: Yes ( Vertical Clearance: 30.4m (99.7ft), Horizontal Clearance: 18.6m (61.0ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 10 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 720934,  Location: FERRY RAMP AT FORT GEORGE (Lat: 30.395278,  Lng: -81.436472),  Route carried "on" structure: Alternate State highway A1A,  Year Built: 1973,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HL 93,  Features Intersected: ST. JOHNS RIVER
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 24.237,  Lanes on structure: 1,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 18.5m (60.7ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 10 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Other Special Inspection Date: June 2021,  Deck Structure Type: Open Grating

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Structure Number: 72094,  Location: SR-10 / MILLERS CREEK (Lat: 30.306025,  Lng: -81.628842),  Route carried "on" structure: State highway 10,  Year Built: 1924,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: H 20,  Features Intersected: MILLERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.214,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 1.1m (3.6ft), Horizontal Clearance: 10.3m (33.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720941,  Location: SR-10/LTL. POTTSBURG CRK. (Lat: 30.310906,  Lng: -81.608967),  Route carried "on" structure: State highway 10,  Year Built: 1926,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: H 20,  Features Intersected: LITTLE POTTSBURG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.186,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.6m (8.5ft), Horizontal Clearance: 10.2m (33.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 724001,  Location: 0.1 MI N OF EDGEWATER DR (Lat: 30.273583,  Lng: -81.741028),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 1,541 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,674 (year 2042),  Features Intersected: WILLIAMSON CREEK,  Facility Carried by Structure: HYDE PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place