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

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Structure Number: 720292,  Location: 1.2 MI. E. OF I-95 (Lat: 30.250439,  Lng: -81.574511),  Route carried "on" structure: State highway 202,  Year Built: 1974,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 112,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 194,320 (year 2042),  Design Load: HS 20,  Features Intersected: POTTSBURG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.699,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.2m (105.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 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,  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: 720293,  Location: 2 MI. E. OF I-95 (Lat: 30.250000,  Lng: -81.563611),  Route carried "on" structure: State highway 202,  Year Built: 1974,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 112,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 194,320 (year 2042),  Design Load: HS 20,  Features Intersected: TIGER HOLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.761,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 32.1m (105.3ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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: 720297,  Location: 0.2 MI. S. OF UNION ST. (Lat: 30.332992,  Lng: -81.671342),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: CHURCH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.741,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720299,  Location: I-95 NB OVER BEAVER ST. (Lat: 30.334453,  Lng: -81.670078),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: US-90 (SR-10) BEAVER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.953,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.0m (108.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 31.6m (103.7ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $40,000,  Total Project Cost: $40,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 7203,  Location: I-95 NB OVER UNION ST. (Lat: 30.335397,  Lng: -81.669444),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: UNION ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.074,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present 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: 720301,  Location: 0.2 MI. N. OF UNION ST. (Lat: 30.337275,  Lng: -81.669172),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 73,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 127,522 (year 2042),  Design Load: HS 20,  Features Intersected: KINGS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.252,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720302,  Location: I-95 NB / SCLRR (Lat: 30.373281,  Lng: -81.669525),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HS 20,  Features Intersected: SCLRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.300,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720303,  Location: I-95 NB / CRESTWOOD AVE. (Lat: 30.374819,  Lng: -81.670467),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HS 20,  Features Intersected: CRESTWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.483,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720304,  Location: I-95 NB / MONCRIEF CREEK (Lat: 30.380244,  Lng: -81.673503),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MONCRIEF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.164,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.4 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720305,  Location: I-95 NB / LEM TURNER RD. (Lat: 30.382586,  Lng: -81.672653),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 50,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 87,184 (year 2042),  Design Load: HL 93,  Features Intersected: LEM TURNER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.420,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.5 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720306,  Location: I-95 / EDGEWOOD AVE. (Lat: 30.392453,  Lng: -81.667833),  Route carried "on" structure: Interstate 95,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 100,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 174,368 (year 2042),  Design Load: HL 93,  Features Intersected: EDGEWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.683,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.9m (114.5ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 36.4m (119.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.4 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,  Underclear: High priority of corrective action,  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: 720307,  Location: I-10 EB OVER SR-103 (Lat: 30.315419,  Lng: -81.751961),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 51,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 89,352 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-103 (LANE AVE.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.763,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 720308,  Location: I-10 EB OVER ELLIS RD. (Lat: 30.315372,  Lng: -81.743575),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 101,498 (year 2042),  Design Load: H 20,  Features Intersected: ELLIS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.569,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.1m (69.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720309,  Location: I-10 OVER CASSAT AVE. (Lat: 30.317222,  Lng: -81.730556),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 117,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 202,995 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CASSAT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.826,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72031,  Location: I-10 / EDGEWOOD AVE. (Lat: 30.319133,  Lng: -81.725636),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 120,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 209,068 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: EDGEWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.384,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.2m (105.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 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,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720311,  Location: I-10 / LUNA AVE. (Lat: 30.320833,  Lng: -81.720111),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 120,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 209,068 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LUNA AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.946,  Lanes on structure: 6,  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: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.2 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720312,  Location: I-10 / NELSON AVE. (Lat: 30.320833,  Lng: -81.713889),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 124,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 215,140 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NELSON AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.553,  Lanes on structure: 6,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720313,  Location: I-10 / MCDUFF AVE. (Lat: 30.320828,  Lng: -81.705453),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 124,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 215,140 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MCDUFF AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.348,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: 720314,  Location: I-10 EB / KING ST. (Lat: 30.321667,  Lng: -81.696944),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 67,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 116,679 (year 2042),  Design Load: HS 20,  Features Intersected: KING ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.204,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720315,  Location: I-295 NB OVER SR-13 (Lat: 30.181667,  Lng: -81.628611),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 57,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 100,196 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.786,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720316,  Location: I-295 NB / SCOTT MILL RD. (Lat: 30.184197,  Lng: -81.635097),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 62,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 108,871 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SCOTT MILL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.502,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720317,  Location: I-295 NB OVER US-17 (Lat: 30.191711,  Lng: -81.705494),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 62,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 108,871 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-17 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.397,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720318,  Location: 0.4 MI. N. OF US-17 (Lat: 30.191569,  Lng: -81.711336),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.973,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.1m (92.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 720319,  Location: 0.1 MI. S. OF SR-21 (Lat: 30.194706,  Lng: -81.733975),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ORTEGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.219,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Bridge Improvement Cost: $184,000,  Total Project Cost: $184,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 72032,  Location: I-295 NB OVER SR-21 (Lat: 30.196672,  Lng: -81.739392),  Route carried "on" structure: Interstate 295,  Year Built: 1969,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.773,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: 720324,  Location: 4.16 MI. E. OF SR-217 (Lat: 30.304344,  Lng: -81.898767),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 26,250 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 45,544 (year 2042),  Design Load: HS 20,  Features Intersected: CSXRR (ABANDONED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 38.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720326,  Location: SR-21 NB OVER CEDAR RIVER (Lat: 30.273122,  Lng: -81.733311),  Route carried "on" structure: State highway 21,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 20.12m (66.01ft),  Average Daily Traffic: 15,743 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,313 (year 2042),  Design Load: HS 20,  Features Intersected: CEDAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.485,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Navigation Control: Yes ( Vertical Clearance: 4.7m (15.4ft), Horizontal Clearance: 9.6m (31.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.12m (66.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $1,540,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,310,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720327,  Location: I-95 OVER FECRR (Lat: 30.183056,  Lng: -81.558333),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 62,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,570 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.343,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720328,  Location: I-95 NB OVER US-1 (Lat: 30.184722,  Lng: -81.558056),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 62,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,570 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-1 (SR-5)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.536,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720329,  Location: I-95 & BAYMEADOWS RD. (Lat: 30.220833,  Lng: -81.571111),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 42,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 74,171 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BAYMEADOWS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.954,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720331,  Location: I-95 / BOWDEN RD. (Lat: 30.264722,  Lng: -81.608889),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 126,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 218,610 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BOWDEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.073,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.2m (105.6ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.8m (110.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720332,  Location: I-95 / UNIVERSITY BLVD. (Lat: 30.269422,  Lng: -81.612103),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-109 UNIVERSITY BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.652,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.8m (133.9ft),  Skew: 30 degrees,  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: 37.2m (122.0ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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: Equal to present minimum 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: 720333,  Location: I-95 / SPRING GLEN RD. (Lat: 30.282500,  Lng: -81.621389),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 123,242 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 213,825 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SPRING GLEN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.360,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.2m (105.6ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720334,  Location: 1.8 MI. N. OF UNIVERSITY (Lat: 30.290833,  Lng: -81.629722),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 123,242 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 213,825 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: EMERSON ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.597,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720335,  Location: I-95 / SAN DIEGO RD. (Lat: 30.300000,  Lng: -81.639722),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 124,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 215,140 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN DIEGO RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.972,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.4m (152.2ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 47.3m (155.2ft),  Out-to-Out Width: 49.1m (161.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than 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: 720336,  Location: I-95 NB / NASSAU RIVER (Lat: 30.575825,  Lng: -81.645781),  Route carried "on" structure: Interstate 95,  Year Built: 1967,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 19.02m (62.40ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NASSAU RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.729,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 12.8m (42.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Poor,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.02m (62.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $425,000,  Total Project Cost: $425,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720337,  Location: I-95 NB / DUNN AVE. (Lat: 30.430000,  Lng: -81.656111),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 35,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,026 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DUNN AVE. (SR-104)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.261,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720338,  Location: I-95 NB / CEDAR CREEK (Lat: 30.436661,  Lng: -81.655564),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 35,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,026 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720339,  Location: I-95 NB/LITTLE CEDAR CRK. (Lat: 30.446667,  Lng: -81.653056),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 35,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 62,026 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.120,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72034,  Location: I-95 OVER AIRPORT RD. (Lat: 30.481667,  Lng: -81.643611),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 48,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: AIRPORT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.111,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720341,  Location: I-95 / PECAN PARK RD. (Lat: 30.517500,  Lng: -81.635000),  Route carried "on" structure: Interstate 95,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PECAN PARK RD. (SR-243)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.260,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place