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

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Structure Number: 73551,  Location: 0.5 Mi. East of I-95 (Lat: 29.594206,  Lng: -81.239606),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 501 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 870 (year 2042),  Design Load: HL 93,  Features Intersected: Canal,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 65.7 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: September 2020

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Structure Number: 735511,  Location: 1.1 MI N/O Florida Park D (Lat: 29.594547,  Lng: -81.222483),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,300 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,196 (year 2042),  Design Load: HL 93,  Features Intersected: Crandal Waterway,  Facility Carried by Structure: Palm Harbor Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Serious,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 56.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021

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Structure Number: 735512,  Location: 1.2 MI N/O Palm Coast Pk (Lat: 29.572725,  Lng: -81.227350),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,460 (year 2042),  Design Load: HL 93,  Features Intersected: Mulberry Waterway,  Facility Carried by Structure: N Old Kings Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.493,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 735513,  Location: 300ft East of US-1 (Lat: 29.552878,  Lng: -81.264272),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,800 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,360 (year 2042),  Design Load: HL 93,  Features Intersected: Parkview Waterway,  Facility Carried by Structure: Palm Coast Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.1 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020

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Structure Number: 735514,  Location: 0.3 MI S/O Whiteview Pkwy (Lat: 29.513469,  Lng: -81.238692),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.67m (2.20ft),  Design Load: HL 93,  Features Intersected: Pine Grove Waterway,  Facility Carried by Structure: Ravenwood Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: 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: December 2020,  Underwater Inspection Date: January 2021

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Structure Number: 735515,  Location: 0.9 MI N/O Royal Palm Pk (Lat: 29.510561,  Lng: -81.251844),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,900 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,032 (year 2042),  Design Load: HL 93,  Features Intersected: Rippling Waterway,  Facility Carried by Structure: Rymfire Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.506,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Serious,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021

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Structure Number: 735516,  Location: 1.1 MI W/O Belle Terre P (Lat: 29.497389,  Lng: -81.239853),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: HL 93,  Features Intersected: Rippling Waterway,  Facility Carried by Structure: Royal Palm Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.430,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: 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 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 735517,  Location: 0.3 MI W/O Belle Terre P (Lat: 29.492181,  Lng: -81.225808),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,930 (year 2042),  Design Load: HL 93,  Features Intersected: East Waterway,  Facility Carried by Structure: Easthampton Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.954,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: 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: December 2020,  Underwater Inspection Date: January 2021

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Structure Number: 735518,  Location: 0.1 M S Palm Coast Pkwy (Lat: 29.557972,  Lng: -81.202125),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 1,001 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,001 (year 2042),  Features Intersected: Joe Canal,  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: 8.2m (26.9ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

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,  Inspection Date: June 2021

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Structure Number: 780034,  Location: I-95 / US-1 (Lat: 29.662272,  Lng: -81.287542),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 29,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,749 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-1 (SR-5)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.493,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 780035,  Location: I-95 / US-1 (Lat: 29.662500,  Lng: -81.287500),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 29,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 50,749 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-1 (SR-5)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.497,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: 780036,  Location: 1.2 MI. N. OF US-1 (Lat: 29.672047,  Lng: -81.304800),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 29,250 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,749 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.487,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 Cast-file-Place

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Structure Number: 780037,  Location: 1.2 MI. N. OF US-1 (Lat: 29.672222,  Lng: -81.304722),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 29,250 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 50,749 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.494,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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 Cast-file-Place

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Structure Number: 780039,  Location: 0.3 MI. N. OF US-1 (Lat: 29.664444,  Lng: -81.291111),  Route carried "on" structure: Interstate 95,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 101,498 (year 2042),  Design Load: HS 20,  Features Intersected: FLORIDA CRACKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.914,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.8m (140.4ft),  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: Fair,  Operating Rating: 39.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: Febuary 2022

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Structure Number: 784008,  Location: 0.2 MI W OF US 1 (Lat: 29.658667,  Lng: -81.290167),  Route carried "on" structure: County highway 204,  Year Built: 1948,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,685 (year 2042),  Features Intersected: BRANCH OF PELLICER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.723,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 23.5 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,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $3,000

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Structure Number: 790084,  Location: Old Dixie Hwy over I-95 (Lat: 29.403769,  Lng: -81.155186),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,378 (year 2042),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: Old Dixie Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.715,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  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: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 794074,  Location: 0.7 Mi N of Old Dixie Hwy (Lat: 29.414089,  Lng: -81.148136),  Route carried "on" structure: County highway 2001,  Year Built: 1972,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,593 (year 2042),  Design Load: H 20,  Features Intersected: Canal to Bulow Creek,  Facility Carried by Structure: Old Kings Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.138,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 1 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: 44.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: April 2020

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Structure Number: 730038,  Location: Old Kings Rd over I-95 (Lat: 29.637306,  Lng: -81.268500),  Route carried "under" structure: Interstate 95,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95,  Facility Carried by Structure: Old Kings Road
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 28.270,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 730047,  Location: I-95 -Town Center Blvd (Lat: 29.497250,  Lng: -81.191889),  Route carried "under" structure: Business County highway ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2020),  Truck Traffic: 8%,  Features Intersected: Town Center Blvd.,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 10.678,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.9m (52.2ft)

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Structure Number: 730057,  Location: Palm Coast Pkwy WB I-95 (Lat: 29.554028,  Lng: -81.218753),  Route carried "under" structure: Interstate 95,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95,  Facility Carried by Structure: Palm Coast Pkwy WB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 17.822,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 73006,  Location: Palm Coast Pkwy EB I-95 (Lat: 29.553867,  Lng: -81.218675),  Route carried "under" structure: Interstate 95,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 76,000 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95,  Facility Carried by Structure: Palm Coast Pkwy EB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 17.814,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 730072,  Location: I-95 over SR-100 (Lat: 29.475889,  Lng: -81.183750),  Route carried "under" structure: State highway 100,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-100,  Facility Carried by Structure: I-95
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 7.582,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.1m (243.1ft)

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Structure Number: 734071,  Location: 2.7 Miles E of I-95 (Lat: 29.573686,  Lng: -81.189111),  Route carried "under" structure: State highway A1A,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,800 (year 2020),  Truck Traffic: 6%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Palm Coast Parkway
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 18.826,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 734071,  Location: 2.7 Miles E of I-95 (Lat: 29.573686,  Lng: -81.189111),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 7%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Palm Coast Parkway
Minimum Vertical Clearance: 9.30m (30.51ft),  Kilometerpoint: 0.752,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 739001,  Location: Equestrian Bridge - I-95 (Lat: 29.646056,  Lng: -81.273278),  Route carried "under" structure: Interstate 95,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 58,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95,  Facility Carried by Structure: Equestrian Bridge
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 29.324,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 780034,  Location: I-95 / US-1 (Lat: 29.662272,  Lng: -81.287542),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: US-1 (SR-5),  Facility Carried by Structure: I-95 SB (SR-9)
Minimum Vertical Clearance: 4.71m (15.45ft),  Kilometerpoint: 1.176,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 780035,  Location: I-95 / US-1 (Lat: 29.662500,  Lng: -81.287500),  Route carried "under" structure: US 1,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 12,700 (year 2020),  Truck Traffic: 4%,  Features Intersected: US-1 (SR-5),  Facility Carried by Structure: I-95 NB (SR-9)
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.204,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 790084,  Location: Old Dixie Hwy over I-95 (Lat: 29.403769,  Lng: -81.155186),  Route carried "under" structure: Interstate 95,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 60,500 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-95,  Facility Carried by Structure: Old Dixie Highway
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)