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

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Structure Number: 890115,  Location: 2.5 Miles North of SR-706 (Lat: 26.972278,  Lng: -80.177639),  Route carried "on" structure: Interstate 95,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: HS 20,  Features Intersected: Cypress Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.017,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890116,  Location: 2.5 Miles North of SR-706 (Lat: 26.972333,  Lng: -80.177222),  Route carried "on" structure: Interstate 95,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: HS 20,  Features Intersected: Cypress Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.997,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890144,  Location: 2.5MI N OF INDIANTOWN RD (Lat: 26.965028,  Lng: -80.172539),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 86,500 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 150,078 (year 2041),  Design Load: HS 20,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.038,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 11 degrees,  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: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: December 2020,  Underwater Inspection Date: December 2020

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Structure Number: 894019,  Location: 0.2MI E of LOXAHATCHEE RD (Lat: 26.974664,  Lng: -80.136794),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,500 (year 2042),  Design Load: HS 20,  Features Intersected: LOXAHATCHEE RIVER,  Facility Carried by Structure: SE ISLAND WAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.803,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 930005,  Location: 3/4 MI North of SR-706 (Lat: 26.946022,  Lng: -80.084672),  Route carried "on" structure: US 1,  Year Built: 1958,  Status: Open,  Structure Length: 25.68m (84.25ft),  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 17.194,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.9m (25.9ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 17,  Length of Maximum Span: 35.5m (116.5ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930239,  Location: 1.0MI SOUTH OF SR-706 (Lat: 26.928322,  Lng: -80.150989),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 44,700 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 77,554 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: HUNGRYLAND CANAL C-18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.078,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930241,  Location: 0.2 MI S OF MARTIN CO LIN (Lat: 26.954300,  Lng: -80.165503),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 42,300 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 73,390 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOXAHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.325,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930339,  Location: City of Jupiter (Lat: 26.948628,  Lng: -80.089250),  Route carried "on" structure: State highway 811,  Year Built: 1975,  Status: Posted for load,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 39,000 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,665 (year 2042),  Design Load: HS 20,  Features Intersected: Loxahatchee River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.860,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 14.3m (46.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 20,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 7.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930371,  Location: I 95 SR706 interchange (Lat: 26.934583,  Lng: -80.150361),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 6.38m (20.93ft),  Average Daily Traffic: 59,294 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 102,874 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-706 Indiantown Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.024,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  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: 930372,  Location: Jupiter Interchange/I-95 (Lat: 26.934564,  Lng: -80.149861),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 6.38m (20.93ft),  Average Daily Traffic: 59,294 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 102,874 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-706 Indiantown Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.024,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  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: 930374,  Location: Tpk. / SR 706 Interchange (Lat: 26.934758,  Lng: -80.153839),  Route carried "on" structure: State highway 706,  Year Built: 1987,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 52,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 90,220 (year 2042),  Design Load: HS 20,  Features Intersected: SR-91 (Fla. Turnpike),  Facility Carried by Structure: Indiantown Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.832,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.4 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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 930375,  Location: 1.7 miles North of SR 706 (Lat: 26.954539,  Lng: -80.165189),  Route carried "on" structure: Interstate 95,  Year Built: 1986,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 86,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 150,078 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOXAHATCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.780,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 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: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930376,  Location: I 95 SR 706 interchange (Lat: 26.932750,  Lng: -80.151083),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1986,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 14,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20,  Features Intersected: SB I-95 To EB 706
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.225,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93038,  Location: I 95 SR 706 Interchange (Lat: 26.936422,  Lng: -80.148253),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 9.26m (30.38ft),  Average Daily Traffic: 14,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,158 (year 2040),  Design Load: HS 20,  Features Intersected: SR 706 To NB I 95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.465,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930382,  Location: I-95 / Donald Ross Rd (Lat: 26.883147,  Lng: -80.128603),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 68,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 118,848 (year 2042),  Design Load: HL 93,  Features Intersected: Donald Ross Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.945,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930383,  Location: I-95 / Donald Ross Rd (Lat: 26.882950,  Lng: -80.127961),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 68,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 118,848 (year 2042),  Design Load: HL 93,  Features Intersected: Donald Ross Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.914,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930384,  Location: Tpk. SR 706 Interchange (Lat: 26.934358,  Lng: -80.153581),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 10,000 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,350 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-91 Fl. Tpk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.5m (188.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930385,  Location: I-95 / SR 706 interchange (Lat: 26.936800,  Lng: -80.150175),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 9.82m (32.22ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.5m (126.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930386,  Location: 0.3 mile South of SR 706 (Lat: 26.929722,  Lng: -80.149028),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 59,294 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 102,874 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-18 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.467,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: 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: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930387,  Location: South of Ramp to SR 706 (Lat: 26.930000,  Lng: -80.148653),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 50,863 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 88,247 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: C-18 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.483,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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,  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: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93039,  Location: I-95 / SR 706 Interchange (Lat: 26.934539,  Lng: -80.151839),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 13,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,555 (year 2042),  Design Load: HS 20,  Features Intersected: SR 706 & I-95/SR706 Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.983,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930391,  Location: 0.5 mi East of I-95 (Lat: 26.934347,  Lng: -80.141597),  Route carried "on" structure: State highway 706,  Year Built: 1987,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.81m (25.62ft),  Average Daily Traffic: 70,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 121,450 (year 2040),  Design Load: HL 93,  Features Intersected: C-18 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.021,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 38.8m (127.3ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.0 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,  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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930392,  Location: 0.3MI N of SR-706 (Lat: 26.938367,  Lng: -80.133939),  Route carried "on" structure: County highway ,  Year Built: 1986,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 15,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,066 (year 2042),  Design Load: HS 20,  Features Intersected: SW FORK LOXAHATCHEE RVR,  Facility Carried by Structure: CENTRAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.570,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930394,  Location: SR 706 to I 95 Ramp (Lat: 26.929333,  Lng: -80.149528),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 10.32m (33.86ft),  Average Daily Traffic: 14,500 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,158 (year 2042),  Design Load: HS 20,  Features Intersected: C-18 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.601,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  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: Febuary 2021,  Underwater Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93042,  Location: 2.3 Mi. East of I-95 (Lat: 26.933858,  Lng: -80.113381),  Route carried "on" structure: State highway 706,  Year Built: 1991,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 45,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 78,075 (year 2042),  Design Load: HS 20,  Features Intersected: Jupiter Creek,  Facility Carried by Structure: Indiantown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.879,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930453,  Location: Indiantown Rd./ICW (Lat: 26.933806,  Lng: -80.083917),  Route carried "on" structure: State highway 706,  Year Built: 1999,  Status: Open,  Structure Length: 40.96m (134.38ft),  Average Daily Traffic: 10,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,651 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 26.588,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930454,  Location: Indiantown Rd/ ICW (Lat: 26.933981,  Lng: -80.083936),  Route carried "on" structure: State highway 706,  Year Built: 1999,  Status: Open,  Structure Length: 40.96m (134.38ft),  Average Daily Traffic: 10,750 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,651 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 26.588,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930541,  Location: .3 Mi North of SR-706 (Lat: 26.937542,  Lng: -80.082731),  Route carried "on" structure: US 1,  Year Built: 2012,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Worth Creek Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.198,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930542,  Location: .03 Mi North of SR-706 (Lat: 26.937472,  Lng: -80.082833),  Route carried "on" structure: US 1,  Year Built: 2012,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Worth Creek Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.198,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930543,  Location: .25 Mi North of SR-706 (Lat: 26.942075,  Lng: -80.084192),  Route carried "on" structure: US 1,  Year Built: 2012,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Worth Creek Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.721,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 18.8m (61.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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

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Structure Number: 930544,  Location: 0.25 North of SR-706 (Lat: 26.941989,  Lng: -80.084294),  Route carried "on" structure: US 1,  Year Built: 2012,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 10,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,784 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Worth Creek Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.721,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.7m (12.1ft), Horizontal Clearance: 18.8m (61.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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

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Structure Number: 931012,  Location: SR 91 at Jupiter Interch (Lat: 26.939292,  Lng: -80.155778),  Route carried "on" structure: Ramp State highway 91,  Year Built: 2012,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 5,900 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 10,236 (year 2042),  Design Load: HL 93,  Features Intersected: SR91 TPK (JUPITER INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 934125,  Location: 0.2MI E OF A1A (Lat: 26.938506,  Lng: -80.072222),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,500 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH OF ICWW,  Facility Carried by Structure: JUPITER BEACH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934142,  Location: 1.4 MILES WEST OF TPK (Lat: 26.937147,  Lng: -80.176300),  Route carried "on" structure: County highway 706,  Year Built: 1997,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 27,233 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,249 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LOXAHATCHEE CREEK,  Facility Carried by Structure: INDIANTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.510,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 43.3m (142.1ft)

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

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Structure Number: 934144,  Location: 0.9 MILES WEST OF TPK (Lat: 26.934778,  Lng: -80.168278),  Route carried "on" structure: County highway 706,  Year Built: 1997,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 27,233 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,249 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SLOUGH,  Facility Carried by Structure: INDIANTOWN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.375,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 79.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934146,  Location: 0.6MI NE OF INDIANTOWN RD (Lat: 26.940647,  Lng: -80.120119),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 18,391 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,070 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SIMS CREEK,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.985,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934147,  Location: 0.8MI E of INDIANTOWN RD (Lat: 26.941542,  Lng: -80.118225),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 18,391 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,070 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: JONES CREEK,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.205,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934177,  Location: 0.14MI N of Indiantown Rd (Lat: 26.936111,  Lng: -80.140000),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 7,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,800 (year 2042),  Design Load: HL 93,  Features Intersected: C-18 Canal,  Facility Carried by Structure: Island Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 27.8m (91.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 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,  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: 934179,  Location: 0.25 Mile N of Center St. (Lat: 26.943389,  Lng: -80.121833),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 4,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,040 (year 2042),  Design Load: HL 93,  Features Intersected: C-18 Canal,  Facility Carried by Structure: Loxahatchee Rvr Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.409,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 930371,  Location: I 95 SR706 interchange (Lat: 26.934583,  Lng: -80.150361),  Route carried "under" structure: State highway 706,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR-706 Indiantown Rd.,  Facility Carried by Structure: SB I 95 SR9
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 20.189,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.8m (140.4ft)

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Structure Number: 930372,  Location: Jupiter Interchange/I-95 (Lat: 26.934564,  Lng: -80.149861),  Route carried "under" structure: State highway 706,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 70,000 (year 2018),  Truck Traffic: 5%,  Features Intersected: SR-706 Indiantown Rd.,  Facility Carried by Structure: NB I 95 SR9
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 20.242,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)