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

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Structure Number: 730006,  Location: US-1 SB over St Joe Canal (Lat: 29.555250,  Lng: -81.266328),  Route carried "on" structure: US 5,  Year Built: 1928,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: H 20,  Features Intersected: St. Joe Canal,  Facility Carried by Structure: US-1 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Bridge Improvement Cost: $265,000,  Total Project Cost: $331,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 730007,  Location: US-1 SB - Hulett Branch (Lat: 29.611264,  Lng: -81.281103),  Route carried "on" structure: US 1,  Year Built: 1928,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: H 20,  Features Intersected: Hulett Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.568,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 730008,  Location: US-1 SB - Pellicer Creek (Lat: 29.651350,  Lng: -81.286867),  Route carried "on" structure: US 1,  Year Built: 1927,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: H 15,  Features Intersected: Pellicer Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.030,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.7 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 corrective action,  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: September 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 730032,  Location: 1.0 Mi. N of Volusia Co. (Lat: 29.417222,  Lng: -81.160833),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 60,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 104,968 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Korona Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.679,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: December 2020

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Structure Number: 730035,  Location: 5.8 Mi. North of SR-100 (Lat: 29.553508,  Lng: -81.218439),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 131,860 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: St. Joe Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.823,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 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: December 2020

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Structure Number: 730037,  Location: 7.4 MI. N of SR-100 (Lat: 29.573992,  Lng: -81.231889),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,498 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Big Mulberry Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.453,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 730038,  Location: Old Kings Rd over I-95 (Lat: 29.637306,  Lng: -81.268500),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,602 (year 2042),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.710,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 730043,  Location: US-1 NB over St Joe Canal (Lat: 29.555342,  Lng: -81.266156),  Route carried "on" structure: US 5,  Year Built: 1957,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: H 20,  Features Intersected: St. Joe Canal,  Facility Carried by Structure: US-1 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.069,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 730044,  Location: US-1 NB - Hulett Branch (Lat: 29.611228,  Lng: -81.280906),  Route carried "on" structure: US 1,  Year Built: 1957,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: HS 20,  Features Intersected: Hulett Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.568,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 730045,  Location: US-1 NB - Pellicer Creek (Lat: 29.651347,  Lng: -81.286669),  Route carried "on" structure: US 5,  Year Built: 1957,  Status: Posted for load,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: H 20,  Features Intersected: Pellicer Creek,  Facility Carried by Structure: US-1 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.030,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 730047,  Location: I-95 -Town Center Blvd (Lat: 29.497250,  Lng: -81.191889),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 131,860 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Town Center Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.024,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.6m (133.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 41.5m (136.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 730057,  Location: Palm Coast Pkwy WB I-95 (Lat: 29.554028,  Lng: -81.218753),  Route carried "on" structure: County highway ,  Year Built: 1981,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 21,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,736 (year 2042),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: Palm Coast Pkwy WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 73006,  Location: Palm Coast Pkwy EB I-95 (Lat: 29.553867,  Lng: -81.218675),  Route carried "on" structure: County highway ,  Year Built: 1995,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 21,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,736 (year 2042),  Design Load: HL 93,  Features Intersected: I-95,  Facility Carried by Structure: Palm Coast Pkwy EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.299,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 730071,  Location: 1.0 MILES SOUTH of US-1 (Lat: 29.652522,  Lng: -81.276794),  Route carried "on" structure: Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 101,498 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Pellicer Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.087,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 39.8m (130.6ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 730072,  Location: I-95 over SR-100 (Lat: 29.475889,  Lng: -81.183750),  Route carried "on" structure: Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 131,860 (year 2042),  Design Load: HL 93,  Features Intersected: SR-100
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.517,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 40.2m (131.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 730941,  Location: 6.4 Mi N of Volusia Co (Lat: 29.423908,  Lng: -81.217497),  Route carried "on" structure: US 5,  Year Built: 1957,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 14,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,464 (year 2042),  Design Load: HS 15,  Features Intersected: Dupont Canal,  Facility Carried by Structure: US-1 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.421,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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

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Structure Number: 734022,  Location: 0.5 mile SW of CR-13 (Lat: 29.504208,  Lng: -81.315283),  Route carried "on" structure: County highway 205,  Year Built: 1965,  Year Reconstructed: 2016,  Status: Posted for load,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 800 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,388 (year 2042),  Design Load: H 20,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.335,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: December 2021

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Structure Number: 734027,  Location: 1.7 miles S of SR-100 (Lat: 29.454047,  Lng: -81.166736),  Route carried "on" structure: County highway 2001,  Year Built: 1962,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: H 20,  Features Intersected: Gray Canal,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.508,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 734028,  Location: 1.8 miles South of SR-100 (Lat: 29.451908,  Lng: -81.165342),  Route carried "on" structure: County highway 2001,  Year Built: 1962,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: H 20,  Features Intersected: Bulow Canal,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.236,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 73406,  Location: 0.4 mi W of Palm Harbor (Lat: 29.574319,  Lng: -81.200578),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 2,330 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,960 (year 2042),  Design Load: HS 20,  Features Intersected: Country Club Cove,  Facility Carried by Structure: Clubhouse Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734061,  Location: 0.1Mi N of Clubhouse Dr. (Lat: 29.577042,  Lng: -81.194581),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 5,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,675 (year 2042),  Design Load: HS 20,  Features Intersected: Clubhouse Waterway,  Facility Carried by Structure: Palm Harbor Parkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.376,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 20.4m (66.9ft)),  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 or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 734062,  Location: 0.1 mi East of FL Park Dr (Lat: 29.582736,  Lng: -81.212939),  Route carried "on" structure: County highway ,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 5,000 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,675 (year 2042),  Design Load: HS 20,  Features Intersected: College Waterway,  Facility Carried by Structure: Palm Harbor Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.848,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 19.3m (63.3ft)),  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: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734063,  Location: 0.4 Mi E of Palm Hbr Pkwy (Lat: 29.584997,  Lng: -81.213925),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 128 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 223 (year 2042),  Features Intersected: College Waterway,  Facility Carried by Structure: Colechester Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 9.4m (30.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.3m (40.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734064,  Location: 0.2 Mi E of Palm Hrbr Pky (Lat: 29.593542,  Lng: -81.218089),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 441 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 765 (year 2042),  Features Intersected: College Waterway,  Facility Carried by Structure: Colorado Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 9.4m (30.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734065,  Location: 1.0 mi N of Pine Lake Pky (Lat: 29.538003,  Lng: -81.247400),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 972 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,222 (year 2042),  Design Load: HS 20,  Features Intersected: Wynfield Waterway,  Facility Carried by Structure: West Hampton Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734066,  Location: 0.6 mi N of Pine Lake Pky (Lat: 29.542464,  Lng: -81.245053),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 934 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,621 (year 2042),  Design Load: HS 20,  Features Intersected: Wynfield Waterway,  Facility Carried by Structure: Wellington Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734067,  Location: 0.1 mi N of Frontier Dr (Lat: 29.583342,  Lng: -81.218194),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 5,300 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HS 20,  Features Intersected: Mulberry Creek,  Facility Carried by Structure: Palm Harbor Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.333,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734068,  Location: 1.7 miles East of I-95 (Lat: 29.562450,  Lng: -81.191311),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 21,750 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,736 (year 2042),  Design Load: HS 20,  Features Intersected: St. Joe Canal,  Facility Carried by Structure: Palm Coast Pkwy EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.328,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734071,  Location: 2.7 Miles E of I-95 (Lat: 29.573686,  Lng: -81.189111),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 79.19m (259.81ft),  Average Daily Traffic: 8,600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,921 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Palm Coast Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.340,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Private,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 734073,  Location: 1.6 Mi North of SR-100 (Lat: 29.497614,  Lng: -81.189839),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 6,900 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,972 (year 2042),  Design Load: HS 20,  Features Intersected: Royal Palms Waterway,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.702,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734076,  Location: 1.5 mi North of SR-100 (Lat: 29.497231,  Lng: -81.219761),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21,500 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,303 (year 2042),  Features Intersected: Royal Palms Waterway,  Facility Carried by Structure: Belle Terre Parkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022

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Structure Number: 734077,  Location: 3.8 mi North of SR-100 (Lat: 29.528219,  Lng: -81.225492),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 21,500 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 37,303 (year 2042),  Features Intersected: Walker Waterway,  Facility Carried by Structure: Belle Terre Parkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.987,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

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

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Structure Number: 734079,  Location: 0.3 Mi N of Plm Cst Pkwy (Lat: 29.559833,  Lng: -81.197472),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,700 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,420 (year 2042),  Design Load: HS 20,  Features Intersected: St. Joe Canal,  Facility Carried by Structure: Colbert Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.871,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 19.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 734088,  Location: 1.3 Mi S of I-95 (Lat: 29.627133,  Lng: -81.251761),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 1,500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,150 (year 2042),  Design Load: HL 93,  Features Intersected: Hominy Branch,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.718,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 75.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: March 2021

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Structure Number: 7355,  Location: 0.5 Mi. North of SR-100 (Lat: 29.483619,  Lng: -81.196100),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,675 (year 2042),  Design Load: HL 93,  Features Intersected: Canal,  Facility Carried by Structure: Town Center Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.866,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.0 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 minimum 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: 735501,  Location: Intersect Palm Coast Pky (Lat: 29.552586,  Lng: -81.256242),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 12,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,514 (year 2042),  Design Load: HL 93,  Features Intersected: Perennial Canal,  Facility Carried by Structure: Pine Lakes Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.083,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 77.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020

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Structure Number: 735502,  Location: 0.6 Mi. E of Belle Terre (Lat: 29.599431,  Lng: -81.255917),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 7,200 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,492 (year 2042),  Features Intersected: Bellaire Waterway,  Facility Carried by Structure: Matanzas Woods Pky
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.644,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 735503,  Location: 0.1Mi SW of Selma Trail (Lat: 29.418306,  Lng: -81.169692),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 625 (year 2042),  Features Intersected: Seminole Waterway,  Facility Carried by Structure: Secretary Trail
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 735505,  Location: 1.1 Mi E of Bel Ter Pkwy (Lat: 29.497867,  Lng: -81.201047),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 7,700 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,360 (year 2042),  Design Load: HL 93,  Features Intersected: Bellaire Canal,  Facility Carried by Structure: Royal Palms Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.790,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 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,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 735506,  Location: 250ft. N of Town Cent Blv (Lat: 29.497433,  Lng: -81.194706),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 7,700 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,360 (year 2042),  Design Load: HL 93,  Features Intersected: Lehigh Spur Canal,  Facility Carried by Structure: Royal Palms Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.403,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021

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Structure Number: 735508,  Location: 0.5 Mi N of Rymfire Dr. (Lat: 29.512228,  Lng: -81.225689),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 240 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2042),  Design Load: HL 93,  Features Intersected: Pine Grove Waterway,  Facility Carried by Structure: Rae Drive
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal 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: June 2021,  Underwater Inspection Date: June 2021

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Structure Number: 735509,  Location: 0.75 Miles N of SR-100 (Lat: 29.484900,  Lng: -81.185767),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 301 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 501 (year 2042),  Design Load: HL 93,  Features Intersected: Creek,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.254,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 60.4 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: May 2020