Bridge Statistics for Island Walk, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 102ft / 30.6mTotal length
- 230,781Total average daily traffic
- 22,070Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Island Walk
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 21980-1989
- 41990-1999
- 22000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 88.9%Good
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 77.8%Good
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Excellent
- 11.1%Very good
- 77.8%Good
- Bridge Condition - Channel
- 20.0%Very good
- 80.0%Good
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 30033, Location: 3.1 MI East OF I 75 (Lat: 26.273231, Lng: -81.689108), Route carried "on" structure: County highway 846, Year Built: 1966, Year Reconstructed: 2017, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35,625 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Owner: County Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, 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: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 30033, Location: 3.1 MI East OF I 75 (Lat: 26.273231, Lng: -81.689108), Route carried "on" structure: County highway 846, Year Built: 1966, Year Reconstructed: 2017, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35,625 (year 2041), Design Load: HL 93, Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Owner: County Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 30 degrees, 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: Satisfactory, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 30189, Location: 0.4MI NORTH OF CR-846 (Lat: 26.277944, Lng: -81.742903), Route carried "on" structure: Interstate 75, Year Built: 1980, Year Reconstructed: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 52,952 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 91,871 (year 2041), Design Load: HL 93, Features Intersected: ROCK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.985, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30189, Location: 0.4MI NORTH OF CR-846 (Lat: 26.277944, Lng: -81.742903), Route carried "on" structure: Interstate 75, Year Built: 1980, Year Reconstructed: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 52,952 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 91,871 (year 2041), Design Load: HL 93, Features Intersected: ROCK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.985, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum 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: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3019, Location: 0.4MI NORTH OF CR846 (Lat: 26.277931, Lng: -81.742575), Route carried "on" structure: Interstate 75, Year Built: 1980, Year Reconstructed: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 52,952 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 91,871 (year 2041), Design Load: HL 93, Features Intersected: ROCK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.985, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3019, Location: 0.4MI NORTH OF CR846 (Lat: 26.277931, Lng: -81.742575), Route carried "on" structure: Interstate 75, Year Built: 1980, Year Reconstructed: 2009, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 52,952 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 91,871 (year 2041), Design Load: HL 93, Features Intersected: ROCK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.985, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30321, Location: 4.1MI N OF CR 896 (Lat: 26.272861, Lng: -81.742850), Route carried "on" structure: Interstate 75, Year Built: 2010, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 37,662 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 65,343 (year 2042), Design Load: HL 93, Features Intersected: CR 846 (IMMOKALEE RD)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 97.396, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30321, Location: 4.1MI N OF CR 896 (Lat: 26.272861, Lng: -81.742850), Route carried "on" structure: Interstate 75, Year Built: 2010, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 37,662 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 65,343 (year 2042), Design Load: HL 93, Features Intersected: CR 846 (IMMOKALEE RD)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 97.396, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30322, Location: 4.1 mi. N/O CR 896 (Lat: 26.272889, Lng: -81.742556), Route carried "on" structure: Interstate 75, Year Built: 2010, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 37,662 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 65,343 (year 2042), Design Load: HL 93, Features Intersected: CR 846 (IMMOKALEE RD)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 97.396, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 30322, Location: 4.1 mi. N/O CR 896 (Lat: 26.272889, Lng: -81.742556), Route carried "on" structure: Interstate 75, Year Built: 2010, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 37,662 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 65,343 (year 2042), Design Load: HL 93, Features Intersected: CR 846 (IMMOKALEE RD)
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 97.396, Lanes on structure: 3, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 34038, Location: 30FT N OF CR 846 W OF I75 (Lat: 26.273147, Lng: -81.747753), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 313 (year 2041), Design Load: HS 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: PELICAN STRAND BVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 69.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 34038, Location: 30FT N OF CR 846 W OF I75 (Lat: 26.273147, Lng: -81.747753), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 313 (year 2041), Design Load: HS 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: PELICAN STRAND BVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 69.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 34064, Location: VALEWOOD DR AT CR-846 (Lat: 26.273150, Lng: -81.733006), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: Cocohatchee Canal, Facility Carried by Structure: VALEWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 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, Waterway Adequacy: Equal to 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: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 34064, Location: VALEWOOD DR AT CR-846 (Lat: 26.273150, Lng: -81.733006), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2041), Design Load: HS 20+Mod, Features Intersected: Cocohatchee Canal, Facility Carried by Structure: VALEWOOD DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 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, Waterway Adequacy: Equal to 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: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 34066, Location: 0.5 MI EAST OF I 75 (Lat: 26.273167, Lng: -81.735028), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,500 (year 2021), Average Future Daily Traffic: 2,200 (year 2041), Design Load: H 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: OAKES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021
Structure Number: 34066, Location: 0.5 MI EAST OF I 75 (Lat: 26.273167, Lng: -81.735028), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,500 (year 2021), Average Future Daily Traffic: 2,200 (year 2041), Design Load: H 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: OAKES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021
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Structure Number: 34067, Location: 0.8MI EAST OF I-75 (Lat: 26.273192, Lng: -81.730008), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 625 (year 2041), Design Load: HS 20+Mod, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: EXECUTIVE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, 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: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34067, Location: 0.8MI EAST OF I-75 (Lat: 26.273192, Lng: -81.730008), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 625 (year 2041), Design Load: HS 20+Mod, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: EXECUTIVE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, 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: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34069, Location: 2.2MI EAST OF I-75 (Lat: 26.273297, Lng: -81.705489), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: DANCING WIND LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34069, Location: 2.2MI EAST OF I-75 (Lat: 26.273297, Lng: -81.705489), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: DANCING WIND LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34071, Location: AT CR-846 (Lat: 26.273319, Lng: -81.700875), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: ROSE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34071, Location: AT CR-846 (Lat: 26.273319, Lng: -81.700875), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 126 (year 2041), Design Load: HS 20, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: ROSE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34829, Location: AT CR 846 AND CR 951` (Lat: 26.273806, Lng: -81.689556), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,401 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,681 (year 2041), Design Load: HL 93, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: COLLIER BLVD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 31.5m (103.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 31.5m (103.3ft), Out-to-Out Width: 38.4m (126.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 34829, Location: AT CR 846 AND CR 951` (Lat: 26.273806, Lng: -81.689556), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,401 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,681 (year 2041), Design Load: HL 93, Features Intersected: COCOHATCHEE CANAL, Facility Carried by Structure: COLLIER BLVD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 31.5m (103.3ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 31.5m (103.3ft), Out-to-Out Width: 38.4m (126.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30321, Location: 4.1MI N OF CR 896 (Lat: 26.272861, Lng: -81.742850), Route carried "under" structure: County highway 846, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2022), Truck Traffic: 8%, Features Intersected: CR 846 (IMMOKALEE RD), Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 5.794, Lanes on structure: 3, Lanes under structure: 12, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 30321, Location: 4.1MI N OF CR 896 (Lat: 26.272861, Lng: -81.742850), Route carried "under" structure: County highway 846, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2022), Truck Traffic: 8%, Features Intersected: CR 846 (IMMOKALEE RD), Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 5.794, Lanes on structure: 3, Lanes under structure: 12, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 30322, Location: 4.1 mi. N/O CR 896 (Lat: 26.272889, Lng: -81.742556), Route carried "under" structure: County highway 846, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2022), Truck Traffic: 8%, Features Intersected: CR 846 (IMMOKALEE RD), Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 5.794, Lanes on structure: 3, Lanes under structure: 12, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 30322, Location: 4.1 mi. N/O CR 896 (Lat: 26.272889, Lng: -81.742556), Route carried "under" structure: County highway 846, Year Built: 2010, Structure Length: 0. m, Average Daily Traffic: 8,000 (year 2022), Truck Traffic: 8%, Features Intersected: CR 846 (IMMOKALEE RD), Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 5.794, Lanes on structure: 3, Lanes under structure: 12, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)