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

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Structure Number: 870071,  Location: 2.0M S OF NE 163 ST & A1A (Lat: 25.900064,  Lng: -80.124606),  Route carried "on" structure: US A1A,  Year Built: 1950,  Status: Open,  Structure Length: 38.31m (125.69ft),  Average Daily Traffic: 44,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 77,208 (year 2042),  Design Load: HS 20,  Features Intersected: BAKERS HAULOVER INLET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.888,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.6m (34.8ft), Horizontal Clearance: 3.8m (12.5ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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,  Inspection Date: December 2021,  Critical Feature Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Total Project Cost: $4,889,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 870592,  Location: 0.1 Mile West of A1A (Lat: 25.930253,  Lng: -80.130431),  Route carried "on" structure: State highway 826,  Year Built: 1989,  Status: Open,  Structure Length: 42.61m (139.80ft),  Average Daily Traffic: 17,500 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,362 (year 2041),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 0.602,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Navigation Control: Yes ( Vertical Clearance: 9.4m (30.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 43.16m (141.60ft),  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 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $500,000,  Total Project Cost: $3,889,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 870593,  Location: 0.1 Mile West of A1A (Lat: 25.929792,  Lng: -80.130153),  Route carried "on" structure: State highway 826,  Year Built: 1989,  Status: Open,  Structure Length: 42.61m (139.80ft),  Average Daily Traffic: 20,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,700 (year 2041),  Design Load: HS 20,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 8.216,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Navigation Control: Yes ( Vertical Clearance: 9.4m (30.8ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 43.16m (141.60ft),  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 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $500,000,  Total Project Cost: $3,889,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 870603,  Location: 0.1M W OF A1A (Lat: 25.953508,  Lng: -80.120803),  Route carried "on" structure: State highway 856,  Year Built: 1981,  Status: Open,  Structure Length: 41.70m (136.81ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HL 93,  Features Intersected: SR A1A TO SR 856 N TO W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 8,  Length of Maximum Span: 41.6m (136.5ft),  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: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870706,  Location: SR-A1A NB TO SR-826 WB (Lat: 25.930314,  Lng: -80.122317),  Route carried "on" structure: Alternate State highway A1A,  Year Built: 1989,  Status: Open,  Structure Length: 33.22m (108.99ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,748 (year 2042),  Design Load: HL 93,  Features Intersected: SR - A1A SB,  Facility Carried by Structure: RAMP SR-826
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.111,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 10.13m (33.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $450,000,  Total Project Cost: $700,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870712,  Location: .25 M E OF US1 ON SR-826 (Lat: 25.926056,  Lng: -80.149444),  Route carried "on" structure: State highway 826,  Year Built: 1942,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 59,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 103,232 (year 2040),  Design Load: HS 20,  Features Intersected: OLETA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.365,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 37.4m (122.7ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.9 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: Equal to 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: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87421,  Location: 80 ft. W/O A1A (Lat: 25.927072,  Lng: -80.122642),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 153 (year 2042),  Design Load: HS 20,  Features Intersected: Ocean Canal,  Facility Carried by Structure: Atlantic Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.066,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874218,  Location: 0.25 Mile West of A1A (Lat: 25.927456,  Lng: -80.126133),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 109 (year 2015),  Average Future Daily Traffic: 657 (year 2037),  Design Load: HS 20,  Features Intersected: Ocean Canal,  Facility Carried by Structure: Atlantic Isle Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.410,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.3m (17.4ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 16.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $71,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874219,  Location: 200 ft. W/O A1A (Lat: 25.927100,  Lng: -80.123014),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 100 (year 2014),  Average Future Daily Traffic: 153 (year 2036),  Design Load: HS 20,  Features Intersected: Ocean Canal,  Facility Carried by Structure: Atlantic Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870592,  Location: 0.1 Mile West of A1A (Lat: 25.930253,  Lng: -80.130431),  Route carried "under" structure: ServiceCity street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 3%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: SR-826 WB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 870593,  Location: 0.1 Mile West of A1A (Lat: 25.929792,  Lng: -80.130153),  Route carried "under" structure: ServiceCity street ,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2021),  Truck Traffic: 3%,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: SR-826 EB
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 870603,  Location: 0.1M W OF A1A (Lat: 25.953508,  Lng: -80.120803),  Route carried "under" structure: State highway 856,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 16,750 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR A1A TO SR 856 N TO W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.691,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.6m (136.5ft)

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Structure Number: 870706,  Location: SR-A1A NB TO SR-826 WB (Lat: 25.930314,  Lng: -80.122317),  Route carried "under" structure: Ramp State highway 826,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR - A1A SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.194,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 87909,  Location: SR826 0.1M OF N.Bay Rd. (Lat: 25.930572,  Lng: -80.125003),  Route carried "under" structure: State highway 826,  Year Built: 2017,  Structure Length: 0. m,  Features Intersected: N. Bay Rd.
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 24.124,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 32.0m (105.0ft)