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

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Structure Number: 860122,  Location: 1mi N of SR834(Sample Rd) (Lat: 26.289892,  Lng: -80.123453),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 3,500 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,800 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: NE 48 Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.889,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860123,  Location: SW 10th Street, Deerfield (Lat: 26.304436,  Lng: -80.120044),  Route carried "on" structure: State highway 869,  Year Built: 1972,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 46,500 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 80,678 (year 2028),  Design Load: HS 20,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.251,  Lanes on structure: 7,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 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: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860124,  Location: 3/4 mi. S of Palm Bch Co. (Lat: 26.317839,  Lng: -80.116531),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 103,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 179,573 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-810 Hillsboro Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.609,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860125,  Location: WPB/Broward County Line (Lat: 26.327622,  Lng: -80.117147),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 101,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 175,235 (year 2028),  Design Load: HS 20,  Features Intersected: Hillsboro Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.684,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: August 2006,  Underwater Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860146,  Location: 300' W of A1A & E of SR-5 (Lat: 26.314314,  Lng: -80.081664),  Route carried "on" structure: State highway 810,  Year Built: 1957,  Status: Open,  Structure Length: 13.54m (44.42ft),  Average Daily Traffic: 26,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 45,110 (year 2028),  Design Load: HS 15,  Features Intersected: Intracoastal Waterway,  Facility Carried by Structure: Hillsboro Blvd.
Minimum Vertical Clearance: 5.58m (18.31ft),  Kilometerpoint: 12.204,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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 2006,  Critical Feature Inspection Date: October 2006,  Underwater Inspection Date: October 2006,  Other Special Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 86015,  Location: .25 mi N. of Hillsboro Bl (Lat: 26.327642,  Lng: -80.153369),  Route carried "on" structure: State highway 845,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,750 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,531 (year 2028),  Design Load: HS 20,  Features Intersected: Hillsboro Canal,  Facility Carried by Structure: NB Powerline Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.382,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Underwater Inspection Date: March 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860152,  Location: 0.3MI N OF HILLSBORO BLVD (Lat: 26.322778,  Lng: -80.098333),  Route carried "on" structure: County highway 811,  Year Built: 1969,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 11,500 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,800 (year 2025),  Design Load: HS 20,  Features Intersected: HILLSBORO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.670,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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 2007,  Underwater Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860184,  Location: PALM BEACH/BROWRD CO LINE (Lat: 26.327833,  Lng: -80.170222),  Route carried "on" structure: State highway 91,  Year Built: 1956,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 98,300 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 170,551 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: HILLSBORO CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.624,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 33.3m (109.3ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Bridge Improvement Cost: $190,000,  Total Project Cost: $190,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860194,  Location: 3/4 mi. S Palm Bch Co. (Lat: 26.317869,  Lng: -80.116031),  Route carried "on" structure: Interstate 95,  Year Built: 1972,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 101,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 175,235 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-810 Hillsboro Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.619,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860195,  Location: WPB/ Broward County Line (Lat: 26.327631,  Lng: -80.116647),  Route carried "on" structure: Interstate 95,  Year Built: 1973,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 101,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 175,235 (year 2028),  Design Load: HS 20,  Features Intersected: Hillsboro Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.684,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: August 2006,  Underwater Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860259,  Location: 0.25mi. N of Hillsboro Bl (Lat: 26.325356,  Lng: -80.090978),  Route carried "on" structure: US 1,  Year Built: 1989,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 29,500 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,183 (year 2029),  Design Load: HS 20,  Features Intersected: Hillsboro Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.559,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 22 degrees,  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 12.2m (40.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.6m (67.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.9 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Underwater Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860315,  Location: 1 mi E Powerline on SR810 (Lat: 26.317753,  Lng: -80.139925),  Route carried "on" structure: State highway 810,  Year Built: 1975,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 44,500 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 77,208 (year 2028),  Design Load: HS 20,  Features Intersected: C-2 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.260,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  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: 25.3m (83.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  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: April 2007,  Underwater Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860551,  Location: .25 mi N. of Hillsboro Bd (Lat: 26.327628,  Lng: -80.153678),  Route carried "on" structure: State highway 845,  Year Built: 1986,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 18,750 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 32,531 (year 2028),  Design Load: HS 20,  Features Intersected: Hillsboro Canal,  Facility Carried by Structure: SB Powerline Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.382,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 64.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Underwater Inspection Date: March 2007,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860553,  Location: 0.5 MI west of I-95 (Lat: 26.304569,  Lng: -80.125850),  Route carried "on" structure: State highway 869,  Year Built: 1982,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 23,250 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,339 (year 2028),  Design Load: HS 20,  Features Intersected: SW 12 Ave. & SCL RR,  Facility Carried by Structure: WB SW 10th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.573,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860557,  Location: 0.5 MI. WEST OF I-95 (Lat: 26.304297,  Lng: -80.126800),  Route carried "on" structure: State highway 869,  Year Built: 1982,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 23,250 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,339 (year 2028),  Design Load: HS 20,  Features Intersected: SW 12 Ave. & SCL RR,  Facility Carried by Structure: EB SW 10th ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.573,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860564,  Location: 1mi. South of SR-810 (Lat: 26.305944,  Lng: -80.119636),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1988,  Status: Open,  Structure Length: 13.87m (45.51ft),  Average Daily Traffic: 3,210 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2027),  Design Load: HS 20,  Features Intersected: SW 10th St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860586,  Location: 2mi. East of US-441 (Lat: 26.317550,  Lng: -80.170411),  Route carried "on" structure: State highway 810,  Year Built: 1990,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 40,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 69,400 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR-91 Florida Turnpike
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.214,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.1m (108.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 865501,  Location: 0.4MI S/O SR-810 (Lat: 26.309308,  Lng: -80.083622),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,528 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,206 (year 2027),  Design Load: HS 20,  Features Intersected: TERN WATERWAY,  Facility Carried by Structure: SE-15 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Other Special Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 865502,  Location: 0.1MI S/O SE 5TH ST (Lat: 26.309225,  Lng: -80.085803),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 324 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 388 (year 2027),  Features Intersected: TERN WATERWAY,  Facility Carried by Structure: SE 13TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 865504,  Location: 0.4MI S/O SW 10TH ST (Lat: 26.298761,  Lng: -80.141575),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 624 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,041 (year 2027),  Design Load: HS 20,  Features Intersected: CRYSTAL HEIGHTS CANAL,  Facility Carried by Structure: SW-28 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: 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: April 2007,  Underwater Inspection Date: April 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 865505,  Location: 0.2MIW/O COUNTRY CLUB BLV (Lat: 26.321453,  Lng: -80.140219),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,450 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,161 (year 2027),  Design Load: H 20,  Features Intersected: C-2 CANAL,  Facility Carried by Structure: DEER CREEK CC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Underwater Inspection Date: April 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 865506,  Location: 0.1MI W/O COUNTRY CLB BL (Lat: 26.323803,  Lng: -80.139989),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 615 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 738 (year 2027),  Design Load: HS 20,  Features Intersected: C-2 CANAL,  Facility Carried by Structure: LAKES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Underwater Inspection Date: April 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 865508,  Location: 0.9MI S/O HILLSBORO BLVD. (Lat: 26.303194,  Lng: -80.087339),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Posted for load,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 2,880 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,500 (year 2027),  Design Load: HS 20,  Features Intersected: KINGFISHER WATERWAY,  Facility Carried by Structure: SE 12TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860122,  Location: 1mi N of SR834(Sample Rd) (Lat: 26.289892,  Lng: -80.123453),  Route carried "under" structure: Interstate 95,  Year Built: 1973,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 207,000 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: NE 48 Street
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 36.394,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 860123,  Location: SW 10th Street, Deerfield (Lat: 26.304436,  Lng: -80.120044),  Route carried "under" structure: Interstate 95,  Year Built: 1972,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 207,000 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: SR-869/SW 10th St.
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 3.809,  Lanes on structure: 7,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 860124,  Location: 3/4 mi. S of Palm Bch Co. (Lat: 26.317839,  Lng: -80.116531),  Route carried "under" structure: State highway 810,  Year Built: 1972,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 48,000 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR-810 Hillsboro Blvd.,  Facility Carried by Structure: SB I-95
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 8.599,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 860194,  Location: 3/4 mi. S Palm Bch Co. (Lat: 26.317869,  Lng: -80.116031),  Route carried "under" structure: State highway 810,  Year Built: 1972,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 59,500 (year 2006),  Truck Traffic: 2%,  Features Intersected: SR-810 Hillsboro Blvd.,  Facility Carried by Structure: NB I-95
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 8.626,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 860553,  Location: 0.5 MI west of I-95 (Lat: 26.304569,  Lng: -80.125850),  Route carried "under" structure: City street ,  Year Built: 1982,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 2,500 (year 2000),  Truck Traffic: 16%,  Features Intersected: SW 12 Ave. & SCL RR,  Facility Carried by Structure: WB SW 10th St
Minimum Vertical Clearance: 0.87m (2.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 860557,  Location: 0.5 MI. WEST OF I-95 (Lat: 26.304297,  Lng: -80.126800),  Route carried "under" structure: City street ,  Year Built: 1982,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 2,500 (year 2000),  Truck Traffic: 16%,  Features Intersected: SW 12 Ave. & SCL RR,  Facility Carried by Structure: EB SW 10th ST
Minimum Vertical Clearance: 0.87m (2.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 860586,  Location: 2mi. East of US-441 (Lat: 26.317550,  Lng: -80.170411),  Route carried "under" structure: State highway 91,  Year Built: 1990,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 98,300 (year 2006),  Truck Traffic: 11%,  Features Intersected: SR-91 Florida Turnpike,  Facility Carried by Structure: SR-810 Hillsboro B
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 40.456,  Lanes on structure: 6,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.1m (108.6ft)