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

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Structure Number: 34827,  Location: 3.0MI W/O CR 858 (Lat: 26.419572,  Lng: -81.319003),  Route carried "on" structure: County highway 846,  Year Built: 2012,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 24,170 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 30,213 (year 2040),  Design Load: HS 20,  Features Intersected: CITY GATE WILDLIFE CROSS
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 8.991,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft)

Condition: Culverts: Very good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 270048,  Location: I-10/CSXRR REMOVED (Lat: 30.281631,  Lng: -82.049325),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR REMOVED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.911,  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: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 270058,  Location: I-10/CSXRR REMOVED (Lat: 30.281300,  Lng: -82.049758),  Route carried "on" structure: Interstate 10,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 17,500 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 30,362 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR REMOVED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.911,  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: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 270075,  Location: 0.3 MILES N OF RD 26 (Lat: 30.471089,  Lng: -82.319358),  Route carried "on" structure: State lands road ,  Year Built: 2007,  Status: Open,  Structure Length: 1.27m (4.17ft),  Average Daily Traffic: 1 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 11 (year 2042),  Features Intersected: UNKNOWN CREEK,  Facility Carried by Structure: ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Deck Structure Type: Open Grating

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Structure Number: 710015,  Location: 2 MI. N. of CR-218 (Lat: 30.179167,  Lng: -82.023333),  Route carried "on" structure: US 301,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.034,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: October 2020

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Structure Number: 710031,  Location: 2.6 MI NORTH OF CR 218 (Lat: 30.179444,  Lng: -81.991667),  Route carried "on" structure: County highway 217,  Year Built: 1950,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,552 (year 2042),  Design Load: H 15,  Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.146,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.1m (20.0ft),  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: Satisfactory,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 710083,  Location: SR-21/BLACK CREEK (Lat: 30.075522,  Lng: -81.863708),  Route carried "on" structure: State highway 21,  Year Built: 2010,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 18,250 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,664 (year 2042),  Design Load: HL 93,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.751,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 710105,  Location: .1 MI E. OF BR #714059 (Lat: 30.173750,  Lng: -81.828333),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 5,001 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,677 (year 2041),  Design Load: HL 93,  Features Intersected: N. PRONG DOUBLE BRANCH,  Facility Carried by Structure: PLANTATION OAKS BV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.214,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 714052,  Location: 1.2 MI WEST OF CR 217 (Lat: 30.182642,  Lng: -82.004100),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 51 (year 2020),  Average Future Daily Traffic: 88 (year 2042),  Features Intersected: LONG BRANCH,  Facility Carried by Structure: PRINGLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 714066,  Location: CR-218/S Fork Black Crk (Lat: 30.060528,  Lng: -81.871667),  Route carried "on" structure: County highway 218,  Year Built: 2021,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 4,900 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,502 (year 2042),  Design Load: HL 93,  Features Intersected: S. Fork Black Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.443,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 720003,  Location: 1.3 MI. W. OF LANE AVE. (Lat: 30.322817,  Lng: -81.773167),  Route carried "on" structure: US 90,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 14,921 (year 2042),  Design Load: H 15,  Features Intersected: MARIETTA BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.490,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720005,  Location: SR-211 OVER ORTEGA RIVER (Lat: 30.280431,  Lng: -81.705525),  Route carried "on" structure: State highway 211,  Year Built: 1927,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 34.84m (114.30ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,808 (year 2042),  Design Load: HS 20,  Features Intersected: ORTEGA RIVER
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 3.941,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 15.8m (51.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 26,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720006,  Location: SR-211 OVER FISHWEIR CRK. (Lat: 30.290000,  Lng: -81.713333),  Route carried "on" structure: State highway 211,  Year Built: 1924,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: FISHWEIR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.763,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Navigation Control: Yes ( Vertical Clearance: 2.3m (7.5ft), Horizontal Clearance: 5.6m (18.4ft)),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720007,  Location: SR-211 OVER AZALEA CREEK (Lat: 30.292619,  Lng: -81.708569),  Route carried "on" structure: State highway 211,  Year Built: 1922,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 9,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,830 (year 2042),  Design Load: H 15,  Features Intersected: AZALEA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.434,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720011,  Location: US-17 OVER TROUT RIVER (Lat: 30.394203,  Lng: -81.647772),  Route carried "on" structure: US 17,  Year Built: 1958,  Status: Open,  Structure Length: 44.44m (145.80ft),  Average Daily Traffic: 12,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,382 (year 2042),  Design Load: HS 20,  Features Intersected: TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.827,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 9.3m (30.5ft), Horizontal Clearance: 15.9m (52.2ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 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,  Length Of Structure Improvement: 0.12m (0.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Bridge Improvement Cost: $50,000,  Total Project Cost: $67,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720012,  Location: US-17 OVER BROWARD RIVER (Lat: 30.437475,  Lng: -81.642583),  Route carried "on" structure: US 17,  Year Built: 1925,  Year Reconstructed: 1941,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 9,550 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,569 (year 2042),  Design Load: H 15,  Features Intersected: BROWARD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.827,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Navigation Control: Yes ( Vertical Clearance: 1.3m (4.3ft), Horizontal Clearance: 8.9m (29.2ft)),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Poor,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.88m (16.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Total Project Cost: $1,500,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720016,  Location: US-1 OVER RIBAULT RIVER (Lat: 30.375000,  Lng: -81.726667),  Route carried "on" structure: US 1,  Year Built: 1939,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: H 15,  Features Intersected: RIBAULT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.518,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2020,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720017,  Location: US-1 OVER LTL.TROUT RIVER (Lat: 30.438256,  Lng: -81.763556),  Route carried "on" structure: US 1,  Year Built: 1939,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE TROUT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.357,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.2 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,  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: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720019,  Location: 1.4 mi. S. of SR-9A (Lat: 30.151811,  Lng: -81.525983),  Route carried "on" structure: US 1,  Year Built: 1934,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BIG DAVIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.894,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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: July 2020

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Structure Number: 720021,  Location: US-1 OVER JULINGTON CREEK (Lat: 30.188889,  Lng: -81.562222),  Route carried "on" structure: US 1,  Year Built: 1934,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: H 15,  Features Intersected: JULINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.263,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 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,  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: 720022,  Location: US-1 OVER ST. JOHNS RIVER (Lat: 30.322100,  Lng: -81.658631),  Route carried "on" structure: US 1,  Year Built: 1941,  Status: Open,  Structure Length: 51.21m (168.01ft),  Average Daily Traffic: 13,200 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,902 (year 2042),  Design Load: H 20,  Features Intersected: ST. JOHNS RIVER
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 29.935,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 0.3m (1.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 111.3m (365.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 51.21m (168.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $300,000,  Total Project Cost: $300,000 ( Estimate for 2015),  Deck Structure Type: Open Grating

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Structure Number: 720023,  Location: SR-105 SB OVER I-95 (Lat: 30.406944,  Lng: -81.657778),  Route carried "on" structure: State highway 105,  Year Built: 1959,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.480,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $42,000,  Total Project Cost: $42,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720024,  Location: 0.3 MI. S. OF SR-228 (Lat: 30.195833,  Lng: -82.016944),  Route carried "on" structure: US 301,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: H 15,  Features Intersected: LONG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.067,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 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: January 2022

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Structure Number: 720027,  Location: SR-13 / GOODBYS LAKE (Lat: 30.216369,  Lng: -81.617461),  Route carried "on" structure: State highway 13,  Year Built: 1947,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 25,750 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,676 (year 2042),  Design Load: H 15,  Features Intersected: GOODBYS LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.473,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 10.4m (34.1ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.82m (35.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Bridge Improvement Cost: $150,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720028,  Location: SR-13 / CHRISTOPHER CREEK (Lat: 30.253567,  Lng: -81.640483),  Route carried "on" structure: State highway 13,  Year Built: 1965,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 36,435 (year 2042),  Design Load: H 20,  Features Intersected: CHRISTOPHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.655,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720029,  Location: SR-13 OVER NEW ROSE CREEK (Lat: 30.262067,  Lng: -81.646019),  Route carried "on" structure: State highway 13,  Year Built: 1960,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,302 (year 2042),  Design Load: HS 20,  Features Intersected: NEW ROSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.720,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720031,  Location: SR-117 OVER MONCRIEF CRK. (Lat: 30.381108,  Lng: -81.671228),  Route carried "on" structure: State highway 117,  Year Built: 1945,  Year Reconstructed: 1961,  Status: Temporarily open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 16,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,322 (year 2042),  Design Load: HS 20,  Features Intersected: MONCRIEF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.011,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.4m (50.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $2,450,000,  Total Project Cost: $2,450,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720032,  Location: SR-115 OVER RIBAULT RIVER (Lat: 30.395700,  Lng: -81.682964),  Route carried "on" structure: State highway 115,  Year Built: 1961,  Status: Open,  Structure Length: 22.77m (74.70ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20,  Features Intersected: RIBAULT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.902,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 12.6m (41.3ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.77m (74.70ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,004,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,506,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720034,  Location: ML KING JR PKWY / BLVD ST (Lat: 30.356275,  Lng: -81.661278),  Route carried "on" structure: US 1,  Year Built: 1961,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 57,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 99,762 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BOULEVARD ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.152,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $240,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $360,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720035,  Location: US-1 (SR-15) / PEARL ST. (Lat: 30.356314,  Lng: -81.658486),  Route carried "on" structure: US 1,  Year Built: 1961,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 90,220 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PEARL ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.422,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 31 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: 30.3m (99.4ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $188,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $285,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720036,  Location: US-ALT-1 / MAIN ST. (Lat: 30.356339,  Lng: -81.653889),  Route carried "on" structure: Alternate US A1,  Year Built: 1961,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 90,220 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-17 (SR-5),  Facility Carried by Structure: US-ALT-1 (SR-115)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.863,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720037,  Location: SR-105 / US-17 & CSXRR (Lat: 30.407700,  Lng: -81.650144),  Route carried "on" structure: State highway 105,  Year Built: 1959,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 15,400 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 26,719 (year 2042),  Design Load: HS 20,  Features Intersected: MAIN ST. & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.832,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.96m (26.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $20,000,  Total Project Cost: $208,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720042,  Location: SR-10/ BIG POTTSBURG CRK. (Lat: 30.312964,  Lng: -81.595317),  Route carried "on" structure: State highway 10,  Year Built: 1927,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20,  Features Intersected: BIG POTTSBURG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.568,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Navigation Control: Yes ( Vertical Clearance: 2.6m (8.5ft), Horizontal Clearance: 10.3m (33.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Bridge Improvement Cost: $2,000,000,  Total Project Cost: $2,000,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720043,  Location: SR-10 / SILVERSMITH CREEK (Lat: 30.312892,  Lng: -81.587492),  Route carried "on" structure: State highway 10,  Year Built: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HS 20,  Features Intersected: SILVERSMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.381,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.3m (7.5ft), Horizontal Clearance: 8.4m (27.6ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 720044,  Location: SR-10 EB/San Pablo River (Lat: 30.323333,  Lng: -81.439167),  Route carried "on" structure: State highway 10,  Year Built: 1965,  Status: Open,  Structure Length: 71.63m (235.01ft),  Average Daily Traffic: 21,250 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,869 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAN PABLO RIVER (IWW)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.812,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 27.7m (90.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 22,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $48,000,  Total Project Cost: $48,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 720046,  Location: SR-228/ YELLOWWATER CREEK (Lat: 30.229131,  Lng: -81.921217),  Route carried "on" structure: State highway 228,  Year Built: 1936,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 12,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,514 (year 2042),  Design Load: H 15,  Features Intersected: YELLOW WATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.382,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  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: 58.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 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: November 2021

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Structure Number: 720047,  Location: 3.4 MI. W.OF FOURAKER RD. (Lat: 30.274167,  Lng: -81.833889),  Route carried "on" structure: State highway 228,  Year Built: 1936,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,943 (year 2042),  Design Load: HS 15,  Features Intersected: ORTEGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.141,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.9 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: January 2022

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Structure Number: 720048,  Location: SR-228 / WILLIS BRANCH (Lat: 30.297403,  Lng: -81.771411),  Route carried "on" structure: State highway 228,  Year Built: 1972,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: HS 20,  Features Intersected: WILLIS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.728,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 720049,  Location: 0.3 MI. W. OF LANE AVE. (Lat: 30.304167,  Lng: -81.756389),  Route carried "on" structure: State highway 228,  Year Built: 1936,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 25,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 44,242 (year 2042),  Design Load: HS 15,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.319,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 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: January 2022

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Structure Number: 72005,  Location: SR-105 OVER BROWARD RD. (Lat: 30.407500,  Lng: -81.655000),  Route carried "on" structure: State highway 105,  Year Built: 1960,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,600 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,981 (year 2042),  Design Load: HS 20,  Features Intersected: BROWARD RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.1 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $261,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $392,000,  Deck Structure Type: Concrete Cast-file-Place