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

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Structure Number: 930094,  Location: 0.8MI E OF US-1 (Lat: 26.584214,  Lng: -80.045547),  Route carried "on" structure: County highway 812,  Year Built: 1950,  Status: Posted for load,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 20,500 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 27,730 (year 2027),  Design Load: H 15,  Features Intersected: INTRACOASTAL WATERWAY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.512,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 4.0m (13.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 18,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 25.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 20.0 - 29.9% below),  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: August 2007,  Critical Feature Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Other Special Inspection Date: August 2007,  Deck Structure Type: Open Grating

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Structure Number: 930274,  Location: Lantana I-95 Interchange (Lat: 26.588314,  Lng: -80.069567),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 2,400 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: Lantana Rd..
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930275,  Location: Lantana I-95 Interchange (Lat: 26.586236,  Lng: -80.069592),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 9.72m (31.89ft),  Average Daily Traffic: 3,500 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: Lantana Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930276,  Location: Lantana I-95 Interchange (Lat: 26.587139,  Lng: -80.070158),  Route carried "on" structure: County highway 812,  Year Built: 1975,  Status: Open,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 44,747 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,636 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: Lantana Rd.
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 4.954,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.6m (100.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 930298,  Location: Hypoluxo Rd.-I-95 Interch (Lat: 26.573683,  Lng: -80.069908),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Status: Open,  Structure Length: 10.23m (33.56ft),  Average Daily Traffic: 6,400 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2025),  Design Load: HS 20,  Features Intersected: Hypoluxo Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: 930299,  Location: Hypoluxo Rd. -I95 INTERCH (Lat: 26.571156,  Lng: -80.069942),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1975,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 14.16m (46.46ft),  Average Daily Traffic: 9,000 (year 2000),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,400 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: Hypoluxo Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 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,  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: 930307,  Location: Hypoluxo Rd. over I95&RR (Lat: 26.572103,  Lng: -80.070428),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 13.54m (44.42ft),  Average Daily Traffic: 36,562 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,435 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-95 (SR-9)/CSXRR,  Facility Carried by Structure: Hypoluxo Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 931002,  Location: 2.1 M S OF LAKEWORTH INTR (Lat: 26.590278,  Lng: -80.173333),  Route carried "on" structure: State highway 91,  Year Built: 2000,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 35,950 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 62,373 (year 2029),  Design Load: HS 20,  Features Intersected: CR 812 LANTANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.057,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.4m (132.5ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 931003,  Location: 2.1MI S LAKEWORTH INTERCH (Lat: 26.590556,  Lng: -80.173333),  Route carried "on" structure: State highway 91,  Year Built: 2000,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 35,950 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 62,373 (year 2029),  Design Load: HS 20,  Features Intersected: CR 812 LANTANA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.057,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.2m (56.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 94.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 934331,  Location: 0.6MI S OF CR-812 (Lat: 26.579531,  Lng: -80.089778),  Route carried "on" structure: County highway 807,  Year Built: 1984,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 13,900 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,085 (year 2024),  Design Load: HS 20,  Features Intersected: LWDD LAT 17 CANAL,  Facility Carried by Structure: CONGRESS AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.818,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934332,  Location: 0.6MI S OF CR-812 LANTANA (Lat: 26.579533,  Lng: -80.089608),  Route carried "on" structure: County highway 807,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 13,900 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,085 (year 2024),  Design Load: H 20,  Features Intersected: LWDD LAT CANAL 17,  Facility Carried by Structure: CONGRESS AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.818,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934341,  Location: 0.6 MI WEST OF I-95 (Lat: 26.587711,  Lng: -80.078306),  Route carried "on" structure: County highway 812,  Year Built: 1989,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 20,958 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,362 (year 2024),  Design Load: HS 20,  Features Intersected: LAKE OSBOURNE,  Facility Carried by Structure: LANTANA ROAD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.123,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934342,  Location: 0.6 MI W OF I-95 (Lat: 26.587539,  Lng: -80.078331),  Route carried "on" structure: County highway 812,  Year Built: 1989,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 20,958 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,362 (year 2024),  Design Load: HS 20,  Features Intersected: LAKE OSBOURNE,  Facility Carried by Structure: LANTANA ROAD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.123,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934365,  Location: 50ft W of TPK (SR-91) (Lat: 26.590411,  Lng: -80.173800),  Route carried "on" structure: County highway 812,  Year Built: 2001,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 11,011 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,104 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LWDD E-2 W,  Facility Carried by Structure: Lantana Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.175,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934366,  Location: 100ft E of Fla Turnpike (Lat: 26.590411,  Lng: -80.173800),  Route carried "on" structure: County highway 812,  Year Built: 2001,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 11,011 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,104 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LWDD E-2E Canal,  Facility Carried by Structure: Lantana Road
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 3.278,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 930276,  Location: Lantana I-95 Interchange (Lat: 26.587139,  Lng: -80.070158),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 14.36m (47.11ft),  Average Daily Traffic: 155,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: Lantana Rd.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 30.232,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.6m (100.4ft)

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Structure Number: 930307,  Location: Hypoluxo Rd. over I95&RR (Lat: 26.572103,  Lng: -80.070428),  Route carried "under" structure: Interstate 95,  Year Built: 1974,  Structure Length: 13.54m (44.42ft),  Average Daily Traffic: 155,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: I-95 (SR-9)/CSXRR,  Facility Carried by Structure: Hypoluxo Rd.
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 28.567,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 931002,  Location: 2.1 M S OF LAKEWORTH INTR (Lat: 26.590278,  Lng: -80.173333),  Route carried "under" structure: County highway 812,  Year Built: 2000,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 35,950 (year 2007),  Truck Traffic: 10%,  Features Intersected: CR 812 LANTANA RD,  Facility Carried by Structure: SR91 NB TPK 91.26
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 29.098,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.4m (132.5ft)

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Structure Number: 931003,  Location: 2.1MI S LAKEWORTH INTERCH (Lat: 26.590556,  Lng: -80.173333),  Route carried "under" structure: County highway 812,  Year Built: 2000,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 35,950 (year 2007),  Truck Traffic: 10%,  Features Intersected: CR 812 LANTANA RD,  Facility Carried by Structure: SR91 SB TPK 91.26
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 29.098,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)