Bridge Statistics for Green Cove Springs, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 10087,  Location: 1.1MI WEST OF CR-775 (Lat: 26.925139,  Lng: -82.357208),  Route carried "on" structure: County highway 776,  Year Built: 1980,  Status: Open,  Structure Length: 11.96m (39.24ft),  Average Daily Traffic: 11,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,606 (year 2042),  Design Load: HS 20,  Features Intersected: LEMON BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.280,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.2 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10096,  Location: 300FT EAST OF I-75 (Lat: 26.941378,  Lng: -82.016381),  Route carried "on" structure: US 17,  Year Built: 1982,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 16,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,974 (year 2042),  Design Load: H 20,  Features Intersected: BROAD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.814,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.7m (123.7ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 56.5 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: 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: June 2020,  Underwater Inspection Date: May 2020

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Structure Number: 10101,  Location: 4.6MI NORTH OF I-75 (Lat: 26.979347,  Lng: -81.959147),  Route carried "on" structure: US 17,  Year Built: 2005,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 6,250 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,844 (year 2042),  Design Load: HL 93,  Features Intersected: SHELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.887,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 60.3 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,  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: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10103,  Location: 5.1 MI NORTH OF I-75 (Lat: 26.982919,  Lng: -81.959056),  Route carried "on" structure: US 17,  Year Built: 2005,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 6,250 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,844 (year 2042),  Design Load: HL 93,  Features Intersected: SHELL CRK NORTH SLOUGH
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.323,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 56.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  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: May 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 710006,  Location: 1.239 MI. N. OF SR-16 (Lat: 30.006303,  Lng: -81.690875),  Route carried "on" structure: US 17,  Year Built: 1973,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 27,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 47,712 (year 2042),  Design Load: HS 20,  Features Intersected: GOVERNORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 9.5m (31.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 710016,  Location: 0.2 MI WEST OF CR 209 (Lat: 29.936667,  Lng: -81.664444),  Route carried "on" structure: County highway 226,  Year Built: 1963,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 103 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 179 (year 2042),  Features Intersected: WALKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.588,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  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: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2020

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Structure Number: 710024,  Location: 1.9 MI SOUTH OF US 17 (Lat: 29.935917,  Lng: -81.661389),  Route carried "on" structure: County highway 209,  Year Built: 1950,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 619 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,074 (year 2042),  Features Intersected: WALKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.142,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 710025,  Location: 0.46 MI EAST OF US 17 (Lat: 29.926111,  Lng: -81.678333),  Route carried "on" structure: County highway 226,  Year Built: 1963,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 103 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 179 (year 2042),  Features Intersected: ST. JOHNS TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.744,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 71003,  Location: 4.1 MI SOUTH OF US 17 (Lat: 29.907889,  Lng: -81.643611),  Route carried "on" structure: County highway 209,  Year Built: 1950,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 619 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,074 (year 2042),  Features Intersected: BAYARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.619,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 710032,  Location: 0.4 MI. W. OF CR-15A (Lat: 29.984167,  Lng: -81.702778),  Route carried "on" structure: State highway 16,  Year Built: 1955,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 14,100 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,464 (year 2042),  Design Load: H 15,  Features Intersected: GOVERNORS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.504,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: August 2020

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Structure Number: 710044,  Location: 150 FT. N. OF CR-226 E. (Lat: 29.920856,  Lng: -81.682858),  Route carried "on" structure: US 17,  Year Built: 1962,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 9,700 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,830 (year 2042),  Design Load: H 15,  Features Intersected: HALLERD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.448,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 61.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 710081,  Location: 2.6 MI. S. OF SR-16 (Lat: 29.955831,  Lng: -81.671864),  Route carried "on" structure: US 17,  Year Built: 1993,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 5,450 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,456 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.913,  Lanes on 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: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 710153,  Location: 3.2 MI. S. OF SR-16 W. (Lat: 29.949028,  Lng: -81.677972),  Route carried "on" structure: US 17,  Year Built: 2021,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,900 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 18,912 (year 2042),  Design Load: HL 93,  Features Intersected: BUSH CREEK,  Facility Carried by Structure: SR-15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.979,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: Excellent,  Culverts: Excellent,  Operating Rating: 47.4 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 714041,  Location: 0.8 MILE SOUTH OF US 17 (Lat: 29.939333,  Lng: -81.670833),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 501 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 869 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE RUTH CREEK,  Facility Carried by Structure: J.P. HALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 714042,  Location: 0.3 MI SOUTH OF US 17 (Lat: 29.946194,  Lng: -81.675194),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 501 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 869 (year 2042),  Design Load: HS 20,  Features Intersected: REYNOLDS CREEK,  Facility Carried by Structure: J.P. HALL BLVD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 714045,  Location: 1.4MI NORTHWEST OF CR 315 (Lat: 30.007500,  Lng: -81.748056),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 21 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 36 (year 2042),  Features Intersected: PETERS CREEK,  Facility Carried by Structure: ROSEMARY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 714056,  Location: 1.4 MILES SOUTH OF US 17 (Lat: 30.016944,  Lng: -81.696111),  Route carried "on" structure: County highway 209,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 9,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,962 (year 2042),  Features Intersected: CRK TRIB ST JOHNS RIVER
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.460,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 12.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 9.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 714059,  Location: 1.065 M S OF DUVAL CO. L (Lat: 30.172181,  Lng: -81.830194),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 9,001 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,617 (year 2042),  Design Load: HL 93,  Features Intersected: PARK ROAD,  Facility Carried by Structure: PLANTATION OAKS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.975,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  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: 714064,  Location: 0.4 MI SOUTH OF US 17 (Lat: 29.956275,  Lng: -81.667536),  Route carried "on" structure: County highway 209,  Year Built: 2015,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 619 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 743 (year 2042),  Design Load: HL 93,  Features Intersected: REYNOLDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.491,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021

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Structure Number: 780056,  Location: 5 MI.E.OF GREEN COVE SPR. (Lat: 29.983056,  Lng: -81.621111),  Route carried "on" structure: State highway 16,  Year Built: 1961,  Status: Open,  Structure Length: 203.06m (666.21ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,628 (year 2042),  Design Load: H 20,  Features Intersected: ST. JOHNS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Navigation Control: Yes ( Vertical Clearance: 13.7m (44.9ft), Horizontal Clearance: 27.5m (90.2ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 121,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: 203.06m (666.21ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Bridge Improvement Cost: $500,000,  Total Project Cost: $500,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 784084,  Location: Kendall Cross/Orange Grov (Lat: 30.020103,  Lng: -81.634036),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 2.27m (7.45ft),  Average Daily Traffic: 101 (year 2022),  Average Future Daily Traffic: 127 (year 2042),  Design Load: HL 93,  Features Intersected: Orange Grove Branch,  Facility Carried by Structure: Kendall Crossing
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 84.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022