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

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Structure Number: 930053,  Location: .25m W of US-1 on US-98 (Lat: 26.675756,  Lng: -80.059994),  Route carried "on" structure: US 98,  Year Built: 1939,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 35.71m (117.16ft),  Average Daily Traffic: 31,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 53,785 (year 2042),  Design Load: H 20,  Features Intersected: FEC RR & Georgia Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.062,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 36,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 930097,  Location: .5MI W of A1A & E of SR-5 (Lat: 26.675447,  Lng: -80.048397),  Route carried "on" structure: State highway 80,  Year Built: 2018,  Status: Temporarily open,  Structure Length: 32.03m (105.09ft),  Average Daily Traffic: 10,900 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,912 (year 2040),  Design Load: HL 93,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Southern Boulevard
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 34.221,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 20,  Length of Maximum Span: 51.7m (169.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 28.90m (94.82ft),  Designated Inspection Frequency: Every 23 months,  Critical Feature Inspection Frequency: Every 23 months,  Underwater Inspection Frequency: Every 23 months,  Other Special Inspection Frequency: Every 11 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $23,224,000,  Roadway Improvement Cost: $13,674,000,  Total Project Cost: $62,299,000,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 930142,  Location: WEST PALM BEACH INTERCH. (Lat: 26.710983,  Lng: -80.138767),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1956,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 3,600 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK(OKEECH BV INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $50,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930183,  Location: .7mi. E of Congress Ave. (Lat: 26.706175,  Lng: -80.075242),  Route carried "on" structure: State highway 704,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 29,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,749 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.397,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93019,  Location: 800 ft. S of SR 704 Exit (Lat: 26.700278,  Lng: -80.071819),  Route carried "on" structure: Interstate 95,  Year Built: 1974,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 247,000 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 428,545 (year 2040),  Design Load: HS 20,  Features Intersected: Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.407,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.8m (130.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 76.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Underwater Inspection Date: Febuary 2021

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Structure Number: 93021,  Location: .7mi. E of Congress Ave. (Lat: 26.705933,  Lng: -80.076083),  Route carried "on" structure: State highway 704,  Year Built: 1966,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 29,250 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,749 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 SR 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.424,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930235,  Location: 3.0 MI NORTH OF SR-704 (Lat: 26.751739,  Lng: -80.134350),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 63,000 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 109,305 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOXAHATCHEE WPB CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.110,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930291,  Location: Between SR 882 and SR 80 (Lat: 26.665978,  Lng: -80.071122),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HL 93,  Features Intersected: Summit Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.022,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930292,  Location: Between SR 80 and SR 882 (Lat: 26.665972,  Lng: -80.070778),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 105,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 182,175 (year 2042),  Design Load: HL 93,  Features Intersected: Summit Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.022,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930294,  Location: I-95 / SR 882 (Lat: 26.655361,  Lng: -80.069528),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 228,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 395,580 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR 882 Forest Hill Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.832,  Lanes on structure: 10,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.9m (180.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 54.9m (180.1ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 930417,  Location: SR-704 Over SR-91 (Lat: 26.707825,  Lng: -80.140653),  Route carried "on" structure: State highway 704,  Year Built: 1989,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,845 (year 2040),  Design Load: H 10,  Features Intersected: SR-91 Turnpike,  Facility Carried by Structure: WB Okee. Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.929,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 930418,  Location: SR-704 Over SR-91 (Lat: 26.707503,  Lng: -80.141689),  Route carried "on" structure: State highway 704,  Year Built: 1991,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 27,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,845 (year 2040),  Design Load: HS 20,  Features Intersected: SR-91 Turnpike,  Facility Carried by Structure: EB Okee. Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.905,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 930461,  Location: SR 80/ I-95 interchange (Lat: 26.676347,  Lng: -80.070931),  Route carried "on" structure: US 98,  Year Built: 2006,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 30,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,351 (year 2042),  Design Load: HS 20,  Features Intersected: Stub Canal & S.F.R.C.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.873,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 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,  Underclear: Superior 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930462,  Location: SR 80 / I-95 interchange (Lat: 26.676264,  Lng: -80.069681),  Route carried "on" structure: US 98,  Year Built: 2006,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 30,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,351 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 SR 9
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 32.010,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930469,  Location: I-95 SR 704 interchange (Lat: 26.707139,  Lng: -80.077194),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2001,  Status: Open,  Structure Length: 26.31m (86.32ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I 95 and SR 704
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 1,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930477,  Location: 0.3 mile North of SR 80 (Lat: 26.681394,  Lng: -80.070122),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 16.20m (53.15ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Belvedere Rd to SB I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.183,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 72.5m (237.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: Better than present minimum criteria,  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: 930478,  Location: Just N. of Southern Blvd (Lat: 26.680286,  Lng: -80.069150),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2003,  Status: Open,  Structure Length: 16.10m (52.82ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: NB I-95 to Belvedere Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.388,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 73.0m (239.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 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: Better than present minimum criteria,  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: 930479,  Location: PBIA/I-95 Interchange (Lat: 26.688056,  Lng: -80.073514),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 53.60m (175.85ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HL 93,  Features Intersected: Australian Avenue
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.167,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93048,  Location: PBIA/I-95 Interchange (Lat: 26.686481,  Lng: -80.075783),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 59.65m (195.70ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HL 93,  Features Intersected: Australian Ave and Canal
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.108,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 66.0m (216.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  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: 930481,  Location: PBIA/I-95 Interchange (Lat: 26.690372,  Lng: -80.069375),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 51.88m (170.21ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,990 (year 2042),  Design Load: HL 93,  Features Intersected: Ramps A&G/BelvedereRd/RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.381,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 61.7m (202.4ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.2 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,  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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930482,  Location: PBIA/I-95 Interchange (Lat: 26.689514,  Lng: -80.067917),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 89.65m (294.13ft),  Average Daily Traffic: 2,400 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,164 (year 2042),  Design Load: HL 93,  Features Intersected: I-95 Rmp A C D G & CSXRR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.269,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 62.6m (205.4ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 930483,  Location: PBIA/I-95 Interchange (Lat: 26.689869,  Lng: -80.071333),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 100.57m (329.95ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HL 93,  Features Intersected: I-95, Ramps & CSXRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.707,  Lanes on structure: 1,  Lanes under structure: 17,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 61.5m (201.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 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: 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: 930484,  Location: PBIA/I-95 Interchange (Lat: 26.689794,  Lng: -80.071278),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 46.33m (152.00ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,908 (year 2042),  Design Load: HL 93,  Features Intersected: Ramps A, G & C.S.X. RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 55.0m (180.4ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 54.2 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  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: 930485,  Location: North of Belvedere Rd (Lat: 26.694039,  Lng: -80.067700),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2003,  Status: Open,  Structure Length: 11.20m (36.75ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,145 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Mercer Ave./CSX RR/Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.364,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930486,  Location: 1 mile North of SR 80 (Lat: 26.690619,  Lng: -80.066539),  Route carried "on" structure: Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 5.95m (19.52ft),  Average Daily Traffic: 88,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 153,548 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Belvedere Road
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 41.804,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.5m (195.2ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930487,  Location: 1 mile North of SR 80 (Lat: 26.690556,  Lng: -80.067014),  Route carried "on" structure: Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 88,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 153,548 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Belvedere Road
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 41.804,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.8m (202.8ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930488,  Location: 0.25 mi N of Belvedere Rd (Lat: 26.693847,  Lng: -80.067833),  Route carried "on" structure: Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 10.60m (34.78ft),  Average Daily Traffic: 104,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 180,440 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Mercer Ave and CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.179,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 61.7 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: Somewhat better than minimum adequacy,  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: 930489,  Location: 0.25 mi N of Belvedere Rd (Lat: 26.693608,  Lng: -80.068047),  Route carried "on" structure: Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 10.60m (34.78ft),  Average Daily Traffic: 104,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 180,440 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Mercer Ave and CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.179,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: 930494,  Location: SB Ramp to WPB Airport (Lat: 26.693469,  Lng: -80.068311),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 2004,  Status: Open,  Structure Length: 10.40m (34.12ft),  Average Daily Traffic: 2,300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,990 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Mercer Ave and CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.053,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.0m (170.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930506,  Location: Between SRA1A&SR80 Cswys. (Lat: 26.706111,  Lng: -80.044444),  Route carried "on" structure: State highway 704,  Year Built: 2005,  Status: Open,  Structure Length: 33.26m (109.12ft),  Average Daily Traffic: 10,450 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,131 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 15.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 61.7m (202.4ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930507,  Location: Between SRA1A&SR80 Cswys. (Lat: 26.706111,  Lng: -80.048056),  Route carried "on" structure: State highway 704,  Year Built: 2005,  Status: Open,  Structure Length: 33.26m (109.12ft),  Average Daily Traffic: 10,450 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,131 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 15.278,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 61.7m (202.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93052,  Location: At Exit 74 (Lat: 26.759000,  Lng: -80.091139),  Route carried "on" structure: Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 188,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 326,180 (year 2042),  Design Load: HL 93,  Features Intersected: CR 702 45th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.236,  Lanes on structure: 10,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930524,  Location: SR 80/ I-95 interchange (Lat: 26.676083,  Lng: -80.070931),  Route carried "on" structure: US 98,  Year Built: 2006,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 30,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,351 (year 2042),  Design Load: HS 20,  Features Intersected: Stub Canal & S.F.R.C.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.873,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930528,  Location: Between SR704 and 12th St (Lat: 26.713817,  Lng: -80.083408),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HL 93,  Features Intersected: I 95 SR 9,  Facility Carried by Structure: Congress Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930529,  Location: North of P. Beach Airport (Lat: 26.699383,  Lng: -80.071278),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,580 (year 2042),  Design Load: HL 93,  Features Intersected: I 95 SR 9,  Facility Carried by Structure: Australian Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.749,  Lanes on structure: 6,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 93053,  Location: 1 mile North of SR 704 (Lat: 26.718819,  Lng: -80.089708),  Route carried "on" structure: Interstate 95,  Year Built: 2007,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 90,530 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 157,070 (year 2042),  Design Load: HL 93,  Features Intersected: Palm Beach Lakes Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.762,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930531,  Location: 1 mile North of SR 704 (Lat: 26.719019,  Lng: -80.089514),  Route carried "on" structure: Interstate 95,  Year Built: 2009,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 90,530 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 157,070 (year 2042),  Design Load: HL 93,  Features Intersected: Palm Beach Lake Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.762,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930539,  Location: SR 80 / I-95 Interchange (Lat: 26.676069,  Lng: -80.069681),  Route carried "on" structure: US 98,  Year Built: 2006,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 30,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,351 (year 2042),  Design Load: HS 20,  Features Intersected: I 95 SR 9
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 32.010,  Lanes on structure: 5,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93054,  Location: 1 mi N Palm Bch Lake Blvd (Lat: 26.733444,  Lng: -80.091067),  Route carried "on" structure: Interstate 95,  Year Built: 2009,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 188,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 326,180 (year 2042),  Design Load: HL 93,  Features Intersected: WPB Drainage Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.405,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 54.3m (178.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 54.3m (178.1ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930812,  Location: 1.0 Mi E of Nob Hill Road (Lat: 26.351611,  Lng: -80.283197),  Route carried "on" structure: Other road ,  Year Built: 1960,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 120 (year 2042),  Features Intersected: Hillsboro Canal,  Facility Carried by Structure: Private Road
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9341,  Location: 0.2 Mi. E OF I-95 (Lat: 26.758864,  Lng: -80.088211),  Route carried "on" structure: County highway 702,  Year Built: 1966,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 93,690 (year 2042),  Design Load: HS 20,  Features Intersected: C-17 CANAL,  Facility Carried by Structure: 45TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.013,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous