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

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Structure Number: 30019,  Location: 150FT S. OF CR29A (Lat: 26.418611,  Lng: -81.410556),  Route carried "on" structure: State highway 29,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 8,700 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,095 (year 2028),  Design Load: HS 20,  Features Intersected: EUTOPIA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.370,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006

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Structure Number: 30136,  Location: 0.5 Miles E/O SR 29 (Lat: 26.418333,  Lng: -81.401111),  Route carried "on" structure: County highway 846,  Year Built: 1948,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 4,635 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,562 (year 2027),  Design Load: H 15,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.0 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: Superior to present desirable 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: 30137,  Location: 2 Miles E/O SR 29 (Lat: 26.419192,  Lng: -81.379333),  Route carried "on" structure: County highway 846,  Year Built: 1948,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,200 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,840 (year 2027),  Design Load: H 10,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Other Special Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30138,  Location: 4.5 Miles E/O SR 29 (Lat: 26.418889,  Lng: -81.339444),  Route carried "on" structure: County highway 846,  Year Built: 1948,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,200 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,840 (year 2027),  Design Load: H 15,  Features Intersected: DRAINAGE CNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.004,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Superior to present desirable 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: 30139,  Location: 6 MI EAST OF SR 29 (Lat: 26.420278,  Lng: -81.315000),  Route carried "on" structure: County highway 846,  Year Built: 1948,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 3,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,840 (year 2027),  Design Load: H 15,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.479,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Superior to present desirable 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: 3014,  Location: 6.5 miles E/O SR 29 (Lat: 26.421944,  Lng: -81.305000),  Route carried "on" structure: County highway 846,  Year Built: 1948,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 3,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,840 (year 2027),  Design Load: H 15,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.466,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Superior to present desirable 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: 30305,  Location: 1.2 MI S OF CR-846 (Lat: 26.411944,  Lng: -81.401111),  Route carried "on" structure: State highway 29,  Year Built: 1999,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 8,200 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,227 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: GULCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.133,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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,  Inspection Date: March 2006

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Structure Number: 34123,  Location: 2 Miles W/O SR 29 (Lat: 26.433278,  Lng: -81.462611),  Route carried "on" structure: County highway 890,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,350 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2027),  Design Load: HS 20,  Features Intersected: RELIEF CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 39001,  Location: 1.4MI SOUTH OF CR846 (Lat: 26.403889,  Lng: -81.392778),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 19.57m (64.21ft),  Average Daily Traffic: 8,400 (year 2000),  Truck Traffic: 1%,  Features Intersected: PANTHER PASS PED XING,  Facility Carried by Structure: FARM WKR VILLAGE W
Minimum Vertical Clearance: 5.81m (19.06ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 37.3m (122.4ft)

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Structure Number: 39001,  Location: 1.4MI SOUTH OF CR846 (Lat: 26.403889,  Lng: -81.392778),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 19.57m (64.21ft),  Average Daily Traffic: 100 (year 2002),  Truck Traffic: 30%,  Features Intersected: PANTHER PASS PED XING,  Facility Carried by Structure: FARM WKR VILLAGE W
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 37.3m (122.4ft)