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

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Structure Number: 720694,  Location: SR-116 EB & JONES CREEK (Lat: 30.353967,  Lng: -81.536789),  Route carried "on" structure: State highway 116,  Year Built: 2007,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 11,250 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,519 (year 2042),  Design Load: HS 20,  Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.991,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720695,  Location: SR-116 WB (WONDERWOOD) (Lat: 30.353672,  Lng: -81.530683),  Route carried "on" structure: State highway 116,  Year Built: 2007,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 11,250 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,519 (year 2042),  Design Load: HS 20,  Features Intersected: Ginhouse Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.578,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720696,  Location: SR-116 EB (WONDERWOOD) (Lat: 30.353517,  Lng: -81.530686),  Route carried "on" structure: State highway 116,  Year Built: 2008,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 11,250 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,519 (year 2042),  Design Load: HS 20,  Features Intersected: GINHOUSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.578,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720697,  Location: SR-102 / J.I.A. Blvd. (Lat: 30.484914,  Lng: -81.664503),  Route carried "on" structure: State highway 102,  Year Built: 2004,  Status: Open,  Structure Length: 11.12m (36.48ft),  Average Daily Traffic: 5,550 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,629 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERNAT'L AIRPORT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.4m (188.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720698,  Location: SR-102 / J.I.A. BLVD. (Lat: 30.484722,  Lng: -81.664444),  Route carried "on" structure: State highway 102,  Year Built: 2004,  Status: Open,  Structure Length: 11.12m (36.48ft),  Average Daily Traffic: 5,550 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,629 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: INTERNAT'L AIRPORT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.130,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.4m (188.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720699,  Location: SR-105 OVER SISTERS CREEK (Lat: 30.394083,  Lng: -81.459778),  Route carried "on" structure: State highway 105,  Year Built: 2016,  Status: Open,  Structure Length: 100.23m (328.84ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 13,012 (year 2042),  Design Load: HL 93,  Features Intersected: SISTERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.521,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 61.6m (202.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.5 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: Equal to 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 15 months,  Inspection Date: August 2020,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7207,  Location: I-295 SB TO SR-202 WB (Lat: 30.252500,  Lng: -81.521111),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2007,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 10,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: HL 93,  Features Intersected: MILL DAM BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.695,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 720701,  Location: I-295 SB(9A) TO SR-202 EB (Lat: 30.252394,  Lng: -81.519125),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2007,  Status: Open,  Structure Length: 10.77m (35.33ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20,  Features Intersected: SR-202 (JTB)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.185,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.9m (186.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720702,  Location: I-295 SB TO SR-202 EB (Lat: 30.251111,  Lng: -81.516111),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2007,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20,  Features Intersected: I-295
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.583,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 60.5m (198.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720703,  Location: SR-202 EB TO I-295 SB (Lat: 30.251603,  Lng: -81.520747),  Route carried "on" structure: Ramp State highway 202,  Year Built: 2007,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,094 (year 2042),  Design Load: HS 20,  Features Intersected: MILL DAM BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Inspection Date: September 2020

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Structure Number: 720704,  Location: I-295 NB (SR-9A) RAMP (Lat: 30.250425,  Lng: -81.515167),  Route carried "on" structure: Ramp State highway 202,  Year Built: 2007,  Status: Open,  Structure Length: 52.26m (171.46ft),  Average Daily Traffic: 8,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,094 (year 2042),  Design Load: HS 20,  Features Intersected: I-295 (SR-9A)/SR-202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.222,  Lanes on structure: 1,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 86.1m (282.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720705,  Location: I-295 NB TO SR-202 WB (Lat: 30.253564,  Lng: -81.513289),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2007,  Status: Open,  Structure Length: 10.77m (35.33ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,848 (year 2042),  Design Load: HS 20,  Features Intersected: SR-202 (JTB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.235,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 59.9m (196.5ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720706,  Location: (I-295) NB TO SR 202 WB (Lat: 30.254894,  Lng: -81.516722),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2007,  Status: Open,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 5,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,848 (year 2042),  Design Load: HS 20,  Features Intersected: I-295 (SR-9A)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.8m (186.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720707,  Location: SR-202 WB TO I-295 SB (Lat: 30.253900,  Lng: -81.518525),  Route carried "on" structure: Ramp State highway 202,  Year Built: 2007,  Status: Open,  Structure Length: 54.18m (177.76ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HS 20,  Features Intersected: I-295/SR-202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 66.1m (216.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720708,  Location: I-295 (SR-9A) NB TO SR-21 (Lat: 30.195000,  Lng: -81.733889),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2005,  Status: Open,  Structure Length: 17.07m (56.00ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HL 93,  Features Intersected: ORTEGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.079,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.9 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,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720709,  Location: OLD ST. AUG. RD. (Lat: 30.141486,  Lng: -81.540650),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,533 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: OLD ST. AUG. RD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 74.8 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72071,  Location: OLD ST. AUG. RD. (Lat: 30.141319,  Lng: -81.540564),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 7,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,533 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: OLD ST. AUG RD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 68.1 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: 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: 720711,  Location: 2.0 MI E US-1 (Lat: 30.165694,  Lng: -81.511194),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: E-Town Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.914,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.6m (61.0ft)

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: 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: 720712,  Location: 2.0 MI E US-1 (Lat: 30.165750,  Lng: -81.510917),  Route carried "on" structure: State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: E-Town Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.914,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.6m (61.0ft)

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: 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: 720713,  Location: 1.6 MI E OF US-1 (Lat: 30.158556,  Lng: -81.509306),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 29.44m (96.59ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: BIG DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.595,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720714,  Location: 1.6 MI E OF US-1 (Lat: 30.158583,  Lng: -81.508972),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 29.44m (96.59ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: BIG DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.595,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720715,  Location: 1.4 MI NORTH US-1 (Lat: 30.154750,  Lng: -81.508611),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: BIG DAVIS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.126,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720716,  Location: 1.4 MI N. US-1 (Lat: 30.154778,  Lng: -81.508306),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: BIG DAVIS CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.126,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720717,  Location: 1.2 MI E OF US-1 (Lat: 30.151806,  Lng: -81.508222),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: POWERS BAY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.485,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720718,  Location: 1.2 MI E OF US-1 (Lat: 30.151806,  Lng: -81.507889),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2012,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: POWERS BAY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.485,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720719,  Location: 0.7 MI E OF US-1 (Lat: 30.146944,  Lng: -81.508056),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2011,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: POWERS BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.900,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72072,  Location: 0.7 MI E OF US-1 (Lat: 30.146944,  Lng: -81.507778),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2011,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 28,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,014 (year 2042),  Design Load: HL 93,  Features Intersected: POWERS BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.900,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720721,  Location: SR-115/FRONTAGE & CSXRR (Lat: 30.343669,  Lng: -81.636539),  Route carried "on" structure: Ramp US A1,  Year Built: 2005,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 2,800 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,858 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FRONTAGE RD. & CSXRR,  Facility Carried by Structure: US ALT-1 (SR-115)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.056,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720722,  Location: SR-115/FRONTAGE & CSXRR (Lat: 30.343631,  Lng: -81.636961),  Route carried "on" structure: Ramp US A1,  Year Built: 2005,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,378 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FRONTAGE RD. & CSXRR,  Facility Carried by Structure: US ALT-1 (SR-115)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720723,  Location: SR-115/17TH ST & CSXRR (Lat: 30.354567,  Lng: -81.637281),  Route carried "on" structure: Alternate US A1,  Year Built: 2014,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: 17TH ST. & CSXRR,  Facility Carried by Structure: US-1 ALT(SR-115)SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.422,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.1 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720724,  Location: SR-115/17TH ST & CSXRR (Lat: 30.354611,  Lng: -81.637083),  Route carried "on" structure: Alternate US A1,  Year Built: 2013,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: 17TH ST. & CSXRR,  Facility Carried by Structure: USALT-1 (SR-115)NB
Minimum Vertical Clearance: 6.03m (19.78ft),  Kilometerpoint: 0.422,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.8 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720725,  Location: RAMP TO E. 21ST ST. (Lat: 30.354681,  Lng: -81.637489),  Route carried "on" structure: Ramp US A1,  Year Built: 2014,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp to E 21 Street,  Facility Carried by Structure: US-ALT-1(SR115) SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.394,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720726,  Location: SR-115 NB (Lat: 30.355028,  Lng: -81.637361),  Route carried "on" structure: Ramp US A1,  Year Built: 2014,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HL 93,  Features Intersected: Ramp to E 21 Street,  Facility Carried by Structure: US-ALT-1 (SR115)NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.394,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720727,  Location: US-ALT-1 (SR-115)/PHOENIX (Lat: 30.356306,  Lng: -81.641167),  Route carried "on" structure: Alternate US A1,  Year Built: 2014,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 51,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 88,485 (year 2042),  Design Load: HL 93,  Features Intersected: PHOENIX AVE.,  Facility Carried by Structure: US-ALT-1 (SR-115)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.118,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 39.6 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72073,  Location: US-90 / INTRACOASTAL WW (Lat: 30.288008,  Lng: -81.421339),  Route carried "on" structure: US 90,  Year Built: 2009,  Status: Open,  Structure Length: 64.01m (210.01ft),  Average Daily Traffic: 17,907 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,069 (year 2042),  Design Load: HL 93,  Features Intersected: INTRACOASTAL WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.648,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720735,  Location: 0.1 Mile S. of Saints Rd. (Lat: 30.294444,  Lng: -81.521944),  Route carried "on" structure: Interstate 295,  Year Built: 2004,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 82,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 142,270 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.013,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022

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Structure Number: 720736,  Location: I-295 SB TO I-95 SB (Lat: 30.165958,  Lng: -81.557275),  Route carried "on" structure: Ramp Interstate 295,  Year Built: 2005,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.179,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 720737,  Location: S. CONNECTOR/MERRILL RD (Lat: 30.352450,  Lng: -81.552556),  Route carried "on" structure: State highway 113,  Year Built: 2003,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 14,750 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,591 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MERRILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.697,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.8m (206.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720738,  Location: S. CONNECTOR / MERRILL RD (Lat: 30.352464,  Lng: -81.552364),  Route carried "on" structure: State highway 113,  Year Built: 2003,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 14,750 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,591 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MERRILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.697,  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: 1,  Length of Maximum Span: 62.8m (206.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 37.2 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720739,  Location: SR-9B / I-95 (SR-9) (Lat: 30.118611,  Lng: -81.513889),  Route carried "on" structure: State highway 9B,  Year Built: 2015,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HL 93,  Features Intersected: RAMP TO I-95 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.215,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.2 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72074,  Location: SR-9B / I-95 (Lat: 30.115167,  Lng: -81.514697),  Route carried "on" structure: Alternate State highway 9B,  Year Built: 2015,  Status: Open,  Structure Length: 16.86m (55.31ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.540,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.2m (174.5ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 53.3 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: Equal to present desirable 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720741,  Location: SR-9B NB/I-95 (Lat: 30.114167,  Lng: -81.513611),  Route carried "on" structure: State highway 9B,  Year Built: 2015,  Status: Open,  Structure Length: 16.49m (54.10ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 6.21m (20.37ft),  Kilometerpoint: 6.566,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 52.2m (171.3ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 52.6 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: Equal to present desirable 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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place