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

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Structure Number: 860029,  Location: .5mi N of Oakland Pk Blvd (Lat: 26.173025,  Lng: -80.203419),  Route carried "on" structure: US 441,  Year Built: 1954,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 24,750 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,941 (year 2028),  Design Load: H 20,  Features Intersected: C-13 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.275,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860134,  Location: .5mi N of Oakland PK Blvd (Lat: 26.172758,  Lng: -80.203142),  Route carried "on" structure: US 441,  Year Built: 1964,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 24,750 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,941 (year 2028),  Design Load: H 20,  Features Intersected: C-13 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.275,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8602,  Location: 1/2MI N/O OAKLAND PK BLVD (Lat: 26.173639,  Lng: -80.186944),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 29,471 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,838 (year 2027),  Design Load: HS 20,  Features Intersected: C-13 CANAL,  Facility Carried by Structure: NW 31ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.842,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Underwater Inspection Date: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860245,  Location: 1 mile west of SR 7 (Lat: 26.164853,  Lng: -80.219281),  Route carried "on" structure: State highway 816,  Year Built: 1978,  Status: Open,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 32,250 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,954 (year 2028),  Design Load: HS 20,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: WB Oakland Pk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860246,  Location: 1 mile west of SR 7 (Lat: 26.164547,  Lng: -80.220269),  Route carried "on" structure: State highway 816,  Year Built: 1978,  Status: Open,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 32,250 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,954 (year 2028),  Design Load: HS 20,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: EB Oakland Pk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 866901,  Location: 0.03MI N OF NW 26TH ST. (Lat: 26.158278,  Lng: -80.195550),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 1,575 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,603 (year 2027),  Design Load: H 15,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: NW 35TH TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 866902,  Location: 0.1MI E OF SR 7-US 441 (Lat: 26.155669,  Lng: -80.200836),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,900 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,123 (year 2027),  Design Load: H 15,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: NW 24TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860245,  Location: 1 mile west of SR 7 (Lat: 26.164853,  Lng: -80.219281),  Route carried "under" structure: State highway 91,  Year Built: 1978,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 114,300 (year 2006),  Truck Traffic: 11%,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: WB Oakland Pk Blvd
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 21.839,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 860245,  Location: 1 mile west of SR 7 (Lat: 26.164853,  Lng: -80.219281),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 400 (year 1998),  Truck Traffic: 2%,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: WB Oakland Pk Blvd
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 860246,  Location: 1 mile west of SR 7 (Lat: 26.164547,  Lng: -80.220269),  Route carried "under" structure: State highway 91,  Year Built: 1978,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 114,300 (year 2006),  Truck Traffic: 11%,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: EB Oakland Pk Blvd
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 21.819,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 860246,  Location: 1 mile west of SR 7 (Lat: 26.164547,  Lng: -80.220269),  Route carried "under" structure: City street ,  Year Built: 1978,  Structure Length: 10.04m (32.94ft),  Average Daily Traffic: 400 (year 1998),  Truck Traffic: 2%,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: EB Oakland Pk Blvd
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)