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

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Structure Number: 700007,  Location: US-1 over Elbow Creek (Lat: 28.118089,  Lng: -80.628711),  Route carried "on" structure: US 5,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 85,015 (year 2042),  Design Load: HS 20,  Features Intersected: Elbow Creek,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.200,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700008,  Location: US-1- Eau Gallie River (Lat: 28.124167,  Lng: -80.630692),  Route carried "on" structure: US 5,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 93,690 (year 2042),  Design Load: HS 20,  Features Intersected: Eau Gallie River,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.967,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $690,000,  Total Project Cost: $843,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700023,  Location: US-192 WB-St Johns Relief (Lat: 28.091742,  Lng: -80.763792),  Route carried "on" structure: US 500,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,935 (year 2042),  Design Load: HS 20,  Features Intersected: St Johns River Relief,  Facility Carried by Structure: US-192 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.701,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700033,  Location: .5 Mi W of SR-507 (Lat: 28.078697,  Lng: -80.629597),  Route carried "on" structure: US 500,  Year Built: 1974,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 35,500 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 61,592 (year 2042),  Design Load: HS 20,  Features Intersected: Crane Creek,  Facility Carried by Structure: US-192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.319,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 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 2021

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Structure Number: 700043,  Location: I-95 SB -Lk Washington Rd (Lat: 28.146111,  Lng: -80.706056),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 45,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 78,942 (year 2042),  Design Load: HS 20,  Features Intersected: Lake Washington Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.723,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700122,  Location: I-95 NB SR-518 (Lat: 28.120567,  Lng: -80.705814),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 38,750 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 67,231 (year 2042),  Design Load: HS 20,  Features Intersected: SR-518
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.894,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700123,  Location: I-95 NB -Lk Washington Rd (Lat: 28.146111,  Lng: -80.705769),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 45,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 78,942 (year 2042),  Design Load: HS 20,  Features Intersected: Lake Washington Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.723,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700172,  Location: 0.2 Miles East of US-1 (Lat: 28.081161,  Lng: -80.599667),  Route carried "on" structure: US 192,  Year Built: 1978,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 37,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 64,195 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River Relief
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.313,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  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: Good,  Culverts: Satisfactory,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $12,000,  Total Project Cost: $2,612,000

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Structure Number: 700174,  Location: US-192 WB-Indian River (Lat: 28.084275,  Lng: -80.591633),  Route carried "on" structure: US 192,  Year Built: 1978,  Status: Open,  Structure Length: 79.03m (259.28ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River IWW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.775,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 35.1m (115.2ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 24,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.7 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: Equal to 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,  Length Of Structure Improvement: 78.97m (259.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $9,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700181,  Location: US-192 EB - Indian River (Lat: 28.083992,  Lng: -80.591497),  Route carried "on" structure: US 192,  Year Built: 1985,  Status: Open,  Structure Length: 79.03m (259.28ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River IWW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.775,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 35.1m (115.2ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 24,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 78.97m (259.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: April 2020,  Bridge Improvement Cost: $9,000,  Total Project Cost: $25,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700184,  Location: SR-518 over Indian River (Lat: 28.132756,  Lng: -80.617414),  Route carried "on" structure: State highway 518,  Year Built: 1988,  Status: Open,  Structure Length: 88.45m (290.19ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20,  Features Intersected: Indian River ICW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.392,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 35.1m (115.2ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.9 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 88.39m (289.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $805,000,  Total Project Cost: $1,175,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Bituminous

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Structure Number: 700186,  Location: SR-507 over Crane Creek (Lat: 28.068717,  Lng: -80.621319),  Route carried "on" structure: State highway 507,  Year Built: 1982,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 20,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,220 (year 2042),  Design Load: HS 20,  Features Intersected: SR-507
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.781,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 58.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700191,  Location: SR-518 over Eau-Gallie R. (Lat: 28.128808,  Lng: -80.650261),  Route carried "on" structure: State highway 518,  Year Built: 1993,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 19,100 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 33,138 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Eau-Gallie River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.193,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 700203,  Location: US-1 over Turkey Creek (Lat: 28.033272,  Lng: -80.579811),  Route carried "on" structure: US 5,  Year Built: 1999,  Status: Open,  Structure Length: 6.81m (22.34ft),  Average Daily Traffic: 29,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 51,182 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Turkey Creek,  Facility Carried by Structure: US-1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.947,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Excellent,  Inventory Rating: 70.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 700206,  Location: US-1 over Horse Creek (Lat: 28.166744,  Lng: -80.644694),  Route carried "on" structure: US 1,  Year Built: 2003,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 47,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 82,412 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Horse Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.021,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.8m (104.3ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700213,  Location: US-192 EB-St Johns Relief (Lat: 28.091564,  Lng: -80.763828),  Route carried "on" structure: US 500,  Year Built: 2004,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,935 (year 2042),  Design Load: HS 20,  Features Intersected: St Johns River Relief,  Facility Carried by Structure: US-192 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.701,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700214,  Location: US-192 WB- St Johns River (Lat: 28.084853,  Lng: -80.751119),  Route carried "on" structure: US 500,  Year Built: 2004,  Status: Open,  Structure Length: 32.55m (106.79ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,935 (year 2042),  Design Load: HS 20,  Features Intersected: St. Johns River,  Facility Carried by Structure: US-192 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.042,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 56.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700215,  Location: US-192 EB-St Johns River (Lat: 28.084642,  Lng: -80.751247),  Route carried "on" structure: US 500,  Year Built: 2004,  Status: Open,  Structure Length: 32.55m (106.79ft),  Average Daily Traffic: 5,150 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,935 (year 2042),  Design Load: HS 20,  Features Intersected: St Johns River,  Facility Carried by Structure: US-192 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.042,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 56.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700941,  Location: I-95 SB SR-518 (Lat: 28.120567,  Lng: -80.706056),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 38,750 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 67,231 (year 2042),  Design Load: HS 20,  Features Intersected: SR-518
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 37.892,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 704102,  Location: 1.7 Miles N of Aurora Rd. (Lat: 28.161247,  Lng: -80.655472),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 8,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,748 (year 2042),  Design Load: HL 93,  Features Intersected: Horse Creek,  Facility Carried by Structure: Croton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.582,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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 2021

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Structure Number: 704176,  Location: 0.2 Mile S of Aurora Road (Lat: 28.132736,  Lng: -80.655056),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 16,100 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,934 (year 2042),  Design Load: HS 20,  Features Intersected: Eau Gallie River,  Facility Carried by Structure: Croton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021

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Structure Number: 704195,  Location: 1.2 M N Lake Washington (Lat: 28.163000,  Lng: -80.706481),  Route carried "on" structure: County highway ,  Year Built: 2018,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 501 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 601 (year 2042),  Design Load: HL 93,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Washingtonia Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 704197,  Location: 0.4 mi N of SR-518 (Lat: 28.134453,  Lng: -80.671731),  Route carried "on" structure: County highway 509,  Year Built: 2016,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 38,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,930 (year 2041),  Design Load: HL 93,  Features Intersected: Eau Gallie River,  Facility Carried by Structure: Wickham Road
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 6.178,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 704198,  Location: Just north of Ellis Road (Lat: 28.099150,  Lng: -80.700194),  Route carried "on" structure: County highway 511,  Year Built: 2019,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,400 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,104 (year 2042),  Design Load: HL 93,  Features Intersected: Canal 15,  Facility Carried by Structure: John Rodes Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.819,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 59.4 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: 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,  Inspection Date: January 2022

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Structure Number: 704203,  Location: At Lake Washington Rd (Lat: 28.146167,  Lng: -80.710861),  Route carried "on" structure: County highway ,  Year Built: 1978,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 251 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 434 (year 2042),  Design Load: HS 20,  Features Intersected: Drainage Ditch,  Facility Carried by Structure: Spotted Fawn Way
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 25.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% 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 Cast-file-Place

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Structure Number: 705601,  Location: 100 ft West of Ruffner Rd (Lat: 28.074653,  Lng: -80.626764),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 1,008 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,165 (year 2042),  Design Load: HS 20,  Features Intersected: Crane Creek,  Facility Carried by Structure: Dubber Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705603,  Location: 0.1 mi E of Wickham Road (Lat: 28.118344,  Lng: -80.671564),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,012 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,494 (year 2042),  Design Load: HS 20,  Features Intersected: Crane Creek Canal L-7,  Facility Carried by Structure: Fountainhead Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 23.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705604,  Location: Apollo Blvd - Eau Gallie (Lat: 28.126972,  Lng: -80.646139),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 25,000 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HL 93,  Features Intersected: Eau Gallie River,  Facility Carried by Structure: Apollo Boulevard
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.915,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700043,  Location: I-95 SB -Lk Washington Rd (Lat: 28.146111,  Lng: -80.706056),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 900 (year 2020),  Truck Traffic: 21%,  Features Intersected: Lake Washington Road,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 2.700,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 700122,  Location: I-95 NB SR-518 (Lat: 28.120567,  Lng: -80.705814),  Route carried "under" structure: State highway 518,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 41,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-518,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.274,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 700123,  Location: I-95 NB -Lk Washington Rd (Lat: 28.146111,  Lng: -80.705769),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 5%,  Features Intersected: Lake Washington Road,  Facility Carried by Structure: I-95 NB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 700941,  Location: I-95 SB SR-518 (Lat: 28.120567,  Lng: -80.706056),  Route carried "under" structure: State highway 518,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 41,500 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-518,  Facility Carried by Structure: I-95 SB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.243,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 709004,  Location: .5mi. south of SR-518 (Lat: 28.127778,  Lng: -80.578056),  Route carried "under" structure: State highway A1A,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 6,100 (year 2003),  Truck Traffic: 3%,  Features Intersected: SR-A1A,  Facility Carried by Structure: Ped. Overpass
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 32.386,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)