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

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Structure Number: 720461,  Location: 4.9 MI. W. OF SR-A1A (Lat: 30.251494,  Lng: -81.466422),  Route carried "on" structure: State highway 202,  Year Built: 1979,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 45,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,509 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HODGES BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.190,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720463,  Location: 1.5 MI. N. OF SR-115 (Lat: 30.460000,  Lng: -81.681667),  Route carried "on" structure: Interstate 295,  Year Built: 1976,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.287,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.1m (108.6ft),  Skew: 13 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: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 720468,  Location: SR-109(UNIV. BLVD.)/CSXRR (Lat: 30.265000,  Lng: -81.620556),  Route carried "on" structure: State highway 109,  Year Built: 1983,  Status: Open,  Structure Length: 29.63m (97.21ft),  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 80,678 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: UNIV. BLVD. CT./CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.412,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720473,  Location: I-295 SB (SR-9A)/DUNN CRK (Lat: 30.438333,  Lng: -81.586667),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 50.23m (164.80ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DUNN CREEK & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.782,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.2m (23.6ft), Horizontal Clearance: 25.4m (83.3ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 14,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.0 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: Equal to present minimum criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720474,  Location: I-295 NB (SR-9A)/DUNN CRK (Lat: 30.438167,  Lng: -81.585981),  Route carried "on" structure: Interstate 295,  Year Built: 1984,  Status: Open,  Structure Length: 42.82m (140.49ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DUNN CREEK & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.818,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.2m (23.6ft), Horizontal Clearance: 25.4m (83.3ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720475,  Location: I-295 (SR9A)/TERRAPIN CRK (Lat: 30.428889,  Lng: -81.574722),  Route carried "on" structure: Interstate 295,  Year Built: 1993,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TERRAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.406,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 16.3m (53.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: 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: 720476,  Location: I-295 NB (9A)/TERRAPIN CR (Lat: 30.428806,  Lng: -81.574378),  Route carried "on" structure: Interstate 295,  Year Built: 1984,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TERRAPIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.424,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 16.3m (53.5ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720477,  Location: I-295 SB (SR-9A)/DUNN CRK (Lat: 30.444367,  Lng: -81.601347),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DUNN CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.279,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720478,  Location: I-295 NB (SR-9A)/DUNN CRK (Lat: 30.444617,  Lng: -81.601339),  Route carried "on" structure: Interstate 295,  Year Built: 1983,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DUNN CREEK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.270,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.0 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 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72048,  Location: I-295 SB (SR-9A)/DAVIS RD (Lat: 30.440014,  Lng: -81.588850),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DAVIS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.602,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720481,  Location: I-295 NB (SR-9A)/DAVIS RD (Lat: 30.440247,  Lng: -81.588728),  Route carried "on" structure: Interstate 295,  Year Built: 1983,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DAVIS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.578,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720482,  Location: I-295 SB/PULASKI RD. (Lat: 30.448025,  Lng: -81.613097),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 36,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 62,894 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PULASKI RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.050,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720483,  Location: I-295 NB/PULASKI RD. (Lat: 30.448347,  Lng: -81.613103),  Route carried "on" structure: Interstate 295,  Year Built: 1994,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 36,250 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 62,894 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PULASKI RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.024,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720484,  Location: I-295 SB / ALTA DR. (Lat: 30.433333,  Lng: -81.580000),  Route carried "on" structure: Interstate 295,  Year Built: 1993,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ALTA DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.709,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720485,  Location: I-295 NB / ALTA DR. (Lat: 30.433558,  Lng: -81.579961),  Route carried "on" structure: Interstate 295,  Year Built: 1993,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 30,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,484 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ALTA DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.693,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720486,  Location: I-295 SB (SR-9A)/NEW BER. (Lat: 30.420436,  Lng: -81.567147),  Route carried "on" structure: Interstate 295,  Year Built: 1993,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NEW BERLIN RD. & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.604,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720487,  Location: I-295NB (SR-9A)/NEW BER. (Lat: 30.420842,  Lng: -81.567017),  Route carried "on" structure: Interstate 295,  Year Built: 1984,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NEW BERLIN RD. & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.576,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.5 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720488,  Location: ADAMS ST./ WASHINGTON ST. (Lat: 30.326389,  Lng: -81.649444),  Route carried "on" structure: Ramp State highway 228,  Year Built: 1967,  Status: Closed,  Structure Length: 55.72m (182.81ft),  Average Daily Traffic: 3,900 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,766 (year 2040),  Design Load: HS 20,  Features Intersected: ADAMS ST. FROM HART RAMP
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 12,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720489,  Location: SR-228/CATHERINE ST. (Lat: 30.326317,  Lng: -81.649378),  Route carried "on" structure: Ramp State highway 228,  Year Built: 1967,  Status: Closed,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 2,900 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,032 (year 2040),  Design Load: HS 20,  Features Intersected: CATHERINE ST.
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.084,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72049,  Location: CATHERINE ST./MONROE ST. (Lat: 30.326547,  Lng: -81.647917),  Route carried "on" structure: Ramp State highway 228,  Year Built: 1967,  Status: Closed,  Structure Length: 30.97m (101.61ft),  Average Daily Traffic: 3,200 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,552 (year 2040),  Design Load: HS 20,  Features Intersected: DUVAL ST. FROM HART RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 11,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720493,  Location: E. DUVAL ST. TO TALLEYRAN (Lat: 30.322786,  Lng: -81.634886),  Route carried "on" structure: Ramp State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,552 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: TALLEYRAND AVE.,  Facility Carried by Structure: ON RAMP TO SR-228
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.208,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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: 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: 720494,  Location: HAINES ST. SB / DUVAL ST. (Lat: 30.320825,  Lng: -81.634064),  Route carried "on" structure: State highway 228,  Year Built: 1967,  Status: Open,  Structure Length: 117.10m (384.19ft),  Average Daily Traffic: 13,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 23,856 (year 2042),  Design Load: HS 20,  Features Intersected: DUVAL ST.
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 11.061,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 24,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 117.10m (384.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $42,000,  Total Project Cost: $56,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720495,  Location: HAINES ST. NB / ADAMS ST. (Lat: 30.321619,  Lng: -81.633978),  Route carried "on" structure: Ramp State highway 228,  Year Built: 1967,  Status: Open,  Structure Length: 39.50m (129.59ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,287 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ADAMS ST.
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 0.071,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 18,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 39.50m (129.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $37,000,  Total Project Cost: $47,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720496,  Location: HART TO PARKER ST. RAMP (Lat: 30.322222,  Lng: -81.634167),  Route carried "on" structure: Ramp State highway 228,  Year Built: 1967,  Status: Open,  Structure Length: 15.12m (49.61ft),  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: ADAMS ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720497,  Location: 0.84 MI. S. OF BAYMEADOWS (Lat: 30.210278,  Lng: -81.564167),  Route carried "on" structure: Interstate 95,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 85,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 148,342 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.615,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 720498,  Location: 100FT E OF CORMORANT DR (Lat: 30.140389,  Lng: -81.620694),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,063 (year 2042),  Features Intersected: CORMORANT BRANCH,  Facility Carried by Structure: JULINGTON CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.197,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720499,  Location: 0.5 MI NORTH OF SR 202 (Lat: 30.257628,  Lng: -81.581500),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 27,760 (year 2042),  Features Intersected: BIG POTTSBURG CREEK,  Facility Carried by Structure: BELFORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $21,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7205,  Location: 1.3 MI NW OF NEW BERLIN (Lat: 30.428333,  Lng: -81.580278),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,073 (year 2042),  Design Load: H 20,  Features Intersected: TERRAPIN CREEK,  Facility Carried by Structure: ALTA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 38.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720501,  Location: 1.1 MI EAST OF I-95 (Lat: 30.264083,  Lng: -81.589750),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,063 (year 2042),  Design Load: HS 20,  Features Intersected: POTTSBURG CREEK,  Facility Carried by Structure: BOWDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.623,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720502,  Location: SR-113 SB OVER SR-10A (Lat: 30.322781,  Lng: -81.559222),  Route carried "on" structure: Alternate State highway 113,  Year Built: 1982,  Status: Open,  Structure Length: 17.50m (57.41ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: SR-10A (ARLINGTON EXWY.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720503,  Location: SR-113 NB OVER SR-10A (Lat: 30.322778,  Lng: -81.559122),  Route carried "on" structure: State highway 113,  Year Built: 1982,  Status: Open,  Structure Length: 17.56m (57.61ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: SR-10A (ARLINGTON EXWY.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 59.7m (195.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Critical Feature Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720506,  Location: 0.2 MI.W.OF PHILLIPS HWY. (Lat: 30.220833,  Lng: -81.589167),  Route carried "on" structure: State highway 152,  Year Built: 1969,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HS 20,  Features Intersected: FECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.723,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.3m (73.2ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $37,000,  Total Project Cost: $37,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720507,  Location: 150 FT W OF BARDIN RD (Lat: 30.455000,  Lng: -81.596944),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 1,501 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,604 (year 2042),  Design Load: HS 20,  Features Intersected: DUNN CREEK,  Facility Carried by Structure: DUNN CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720515,  Location: 0.1 MI.W.OF HAMMOCK CIR (Lat: 30.358525,  Lng: -81.466772),  Route carried "on" structure: State highway 116,  Year Built: 1987,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HS 20,  Features Intersected: MT. PLEASANT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.801,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720518,  Location: 2.1 MI.S.OF HECKSCHER DR. (Lat: 30.383917,  Lng: -81.556667),  Route carried "on" structure: Interstate 295,  Year Built: 1989,  Status: Open,  Structure Length: 324.49m (1064.60ft),  Average Daily Traffic: 68,773 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 119,321 (year 2042),  Design Load: HS 20,  Features Intersected: ST.JOHNS RIV.& MILL COVE
Minimum Vertical Clearance: 6.39m (20.96ft),  Kilometerpoint: 11.801,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stayed Girder,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 94,  Length of Maximum Span: 396.2m (1,299.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 324.49m (1064.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $2,122,000,  Total Project Cost: $2,122,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 720519,  Location: SR-115 OVER US-90 (Lat: 30.286494,  Lng: -81.559208),  Route carried "on" structure: State highway 115,  Year Built: 1999,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,965 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90 (SR-212)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.028,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.8m (199.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 72052,  Location: SR-115 OVER US-90 (Lat: 30.286522,  Lng: -81.559042),  Route carried "on" structure: State highway 115,  Year Built: 1999,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,965 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-90 (SR-212)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.028,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 60.8m (199.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720521,  Location: I-295 (9A)/BROOKVIEW DR. (Lat: 30.330000,  Lng: -81.531111),  Route carried "on" structure: Interstate 295,  Year Built: 1992,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BROOKVIEW DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.914,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.5 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: 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720522,  Location: I-295 (9A)/BROOKVIEW DR. (Lat: 30.330178,  Lng: -81.530944),  Route carried "on" structure: Interstate 295,  Year Built: 1992,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 36,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 63,761 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BROOKVIEW DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.882,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720525,  Location: I-295 NB / MONUMENT RD. (Lat: 30.340931,  Lng: -81.541636),  Route carried "on" structure: Interstate 295,  Year Built: 1991,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 58,556 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MONUMENT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.306,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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