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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 140 meters (459ft)
Total average daily traffic: 427,298
Total average daily truck traffic: 22,421
National Bridge Inventory (NBI) Registered Bridges for Hallandale
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New bridges - Historical Statistics

  • 1970-1979: 3
  • 1980-1989: 0
  • 1990-1999: 2
  • 2000-2009: 6

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 860529,  Location: I-95/Hallandale Beach Bvd (Lat: 25.984622,  Lng: -80.165394),  Route carried "on" structure: Interstate 95,  Year Built: 1990,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 235,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 407,725 (year 2032),  Design Load: HS 20,  Features Intersected: SR858 Hallandale Bch Bld
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.197,  Lanes on structure: 10,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 50.7m (166.3ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 50.7m (166.3ft),  Out-to-Out Width: 52.2m (171.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.3 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860618,  Location: Hallandale Bch. Blvd/ICWW (Lat: 25.986111,  Lng: -80.122500),  Route carried "on" structure: State highway 858,  Year Built: 2002,  Status: Open,  Structure Length: 22.30m (73.16ft),  Average Daily Traffic: 15,250 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,459 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 8.435,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Navigation Control: Yes ( Vertical Clearance: 8.1m (26.6ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 48.7m (159.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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,  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: April 11,  Critical Feature Inspection Date: April 11,  Underwater Inspection Date: April 11,  Other Special Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860619,  Location: Hallandale Bch. Blvd/ICWW (Lat: 25.986111,  Lng: -80.122500),  Route carried "on" structure: State highway 858,  Year Built: 2000,  Status: Open,  Structure Length: 23.76m (77.95ft),  Average Daily Traffic: 15,250 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,459 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 8.435,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Navigation Control: Yes ( Vertical Clearance: 8.1m (26.6ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 48.7m (159.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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,  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: April 11,  Critical Feature Inspection Date: April 11,  Underwater Inspection Date: April 11,  Other Special Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 86062,  Location: SR A1A / SR 858 intersect (Lat: 25.986125,  Lng: -80.119461),  Route carried "on" structure: Ramp State highway A1A,  Year Built: 2002,  Status: Open,  Structure Length: 18.76m (61.55ft),  Average Daily Traffic: 8,250 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,500 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SB SR A1A & EB SR 858
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.122,  Lanes on structure: 1,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 57.0m (187.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8661,  Location: .02Mi E OF DIPLOMAT PKWY (Lat: 25.995322,  Lng: -80.129483),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Posted for load,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 8,403 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,880 (year 2032),  Features Intersected: THREE ISLAND CANAL,  Facility Carried by Structure: ATLANTIC SHORES BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.586,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: Febuary 11,  Underwater Inspection Date: Febuary 11,  Other Special Inspection Date: Febuary 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 866101,  Location: 0.1MI E OF 3 ISLAND BLVD. (Lat: 25.993753,  Lng: -80.124258),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 5,200 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,675 (year 2031),  Design Load: HS 20,  Features Intersected: THREE ISLAND CANAL,  Facility Carried by Structure: PARKVIEW DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 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,  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 11,  Underwater Inspection Date: January 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 866102,  Location: 0.2MI N OF SR-858 (Lat: 25.989331,  Lng: -80.125881),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 6,240 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,410 (year 2031),  Design Load: HS 20,  Features Intersected: THREE ISLAND CANAL,  Facility Carried by Structure: THREE ISLAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 29 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 11,  Underwater Inspection Date: Febuary 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860529,  Location: I-95/Hallandale Beach Bvd (Lat: 25.984622,  Lng: -80.165394),  Route carried "under" structure: State highway 858,  Year Built: 1990,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 64,205 (year 2010),  Truck Traffic: 3%,  Features Intersected: SR858 Hallandale Bch Bld,  Facility Carried by Structure: I-95 (SR-9)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.083,  Lanes on structure: 10,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 86062,  Location: SR A1A / SR 858 intersect (Lat: 25.986125,  Lng: -80.119461),  Route carried "under" structure: State highway A1A,  Year Built: 2002,  Structure Length: 18.76m (61.55ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 5%,  Features Intersected: SB SR A1A & EB SR 858
Minimum Vertical Clearance: 7.86m (25.79ft),  Kilometerpoint: 1.223,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 86062,  Location: SR A1A / SR 858 intersect (Lat: 25.986125,  Lng: -80.119461),  Route carried "under" structure: State highway 858,  Year Built: 2002,  Structure Length: 18.76m (61.55ft),  Average Daily Traffic: 19,000 (year 2001),  Truck Traffic: 5%,  Features Intersected: SB SR A1A & EB SR 858
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Length of Maximum Span: 57.0m (187.0ft)

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Structure Number: 869902,  Location: .6m N of Hallandale Blvd. (Lat: 26.000000,  Lng: -80.133333),  Route carried "under" structure: State highway A1A,  Year Built: 2002,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 20,000 (year 2012),  Truck Traffic: 8%,  Features Intersected: S.R. A1A,  Facility Carried by Structure: PedestrianOverpass
Minimum Vertical Clearance: 0.66m (2.17ft),  Kilometerpoint: 1.839,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 56.3m (184.7ft)

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