Bridge Statistics for La Crosse, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 46ft / 14.2mTotal length
- $9,000Total costs
- 10,494Total average daily traffic
- 1,147Total average daily truck traffic
- 18,090Total future (year 2042) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for La Crosse
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 31960-1969
- 11970-1979
- 31980-1989
- 11990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 50.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Superstructure
- 50.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 11.1%Very good
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
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Structure Number: 26002, Location: 1.3 MI E OF CR 231 (Lat: 29.797222, Lng: -82.323889), Route carried "on" structure: County highway 22, Year Built: 1952, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,603 (year 2042), Design Load: HS 20, Features Intersected: LITTLE MONTEOCHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: October 2021
Structure Number: 26002, Location: 1.3 MI E OF CR 231 (Lat: 29.797222, Lng: -82.323889), Route carried "on" structure: County highway 22, Year Built: 1952, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,500 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,603 (year 2042), Design Load: HS 20, Features Intersected: LITTLE MONTEOCHA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: October 2021
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Structure Number: 260023, Location: 0.7 MI. N. OF SR-235 (Lat: 29.854169, Lng: -82.405008), Route carried "on" structure: State highway 121, Year Built: 1973, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,032 (year 2042), Design Load: HS 20, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: July 2021
Structure Number: 260023, Location: 0.7 MI. N. OF SR-235 (Lat: 29.854169, Lng: -82.405008), Route carried "on" structure: State highway 121, Year Built: 1973, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,900 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 5,032 (year 2042), Design Load: HS 20, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: July 2021
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Structure Number: 260026, Location: 1.8 MI. E. OF SR-121 (Lat: 29.840000, Lng: -82.376667), Route carried "on" structure: State highway 235, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,429 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 260026, Location: 1.8 MI. E. OF SR-121 (Lat: 29.840000, Lng: -82.376667), Route carried "on" structure: State highway 235, Year Built: 1969, Year Reconstructed: 1994, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,429 (year 2042), Design Load: HS 20+Mod, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.849, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 260032, Location: 2.8 MI NE OF SR 121 (Lat: 29.881361, Lng: -82.384833), Route carried "on" structure: Alternate County highway 1493, Year Built: 1962, Status: Posted for load-capacity, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 550 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 954 (year 2042), Design Load: H 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.535, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 260032, Location: 2.8 MI NE OF SR 121 (Lat: 29.881361, Lng: -82.384833), Route carried "on" structure: Alternate County highway 1493, Year Built: 1962, Status: Posted for load-capacity, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 550 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 954 (year 2042), Design Load: H 20, Features Intersected: SANTA FE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.535, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 260047, Location: 1.9 MI. S. OF SR-235 (Lat: 29.819722, Lng: -82.387500), Route carried "on" structure: State highway 121, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,644 (year 2042), Design Load: HS 20, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.744, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: June 2020
Structure Number: 260047, Location: 1.9 MI. S. OF SR-235 (Lat: 29.819722, Lng: -82.387500), Route carried "on" structure: State highway 121, Year Built: 1963, Year Reconstructed: 2002, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,644 (year 2042), Design Load: HS 20, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.744, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: June 2020
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Structure Number: 264126, Location: 0.15 MI NW OF SR 121 (Lat: 29.850000, Lng: -82.406389), Route carried "on" structure: County highway , Year Built: 1924, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 401 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 696 (year 2042), Features Intersected: BRANCH OF ROCKY CREEK, Facility Carried by Structure: NW 58TH TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 264126, Location: 0.15 MI NW OF SR 121 (Lat: 29.850000, Lng: -82.406389), Route carried "on" structure: County highway , Year Built: 1924, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 401 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 696 (year 2042), Features Intersected: BRANCH OF ROCKY CREEK, Facility Carried by Structure: NW 58TH TERRACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 264131, Location: 0.6 MI W OF SR 121 (Lat: 29.808056, Lng: -82.396111), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 81 (year 2021), Average Future Daily Traffic: 101 (year 2042), Features Intersected: ROCKY CREEK, Facility Carried by Structure: NW 166TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $1,000, Total Project Cost: $9,000
Structure Number: 264131, Location: 0.6 MI W OF SR 121 (Lat: 29.808056, Lng: -82.396111), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 81 (year 2021), Average Future Daily Traffic: 101 (year 2042), Features Intersected: ROCKY CREEK, Facility Carried by Structure: NW 166TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $1,000, Total Project Cost: $9,000
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Structure Number: 264136, Location: 0.7 MI SOUTH OF CR 236 (Lat: 29.872778, Lng: -82.433889), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 161 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 201 (year 2042), Features Intersected: PLEASANT BROOK, Facility Carried by Structure: NW 91ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 78.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 264136, Location: 0.7 MI SOUTH OF CR 236 (Lat: 29.872778, Lng: -82.433889), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 161 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 201 (year 2042), Features Intersected: PLEASANT BROOK, Facility Carried by Structure: NW 91ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 78.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 264138, Location: 0.75 MI EAST OF SR 121 (Lat: 29.800908, Lng: -82.371156), Route carried "on" structure: County highway 22, Year Built: 1986, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,301 (year 2042), Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.201, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: October 2021, Underwater Inspection Date: October 2021
Structure Number: 264138, Location: 0.75 MI EAST OF SR 121 (Lat: 29.800908, Lng: -82.371156), Route carried "on" structure: County highway 22, Year Built: 1986, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 750 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,301 (year 2042), Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.201, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: October 2021, Underwater Inspection Date: October 2021
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Structure Number: 264146, Location: 1.6 MILES NE OF SR 121 (Lat: 29.864722, Lng: -82.390000), Route carried "on" structure: County highway 1493, Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 550 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 954 (year 2042), Features Intersected: BRANCH OF ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 264146, Location: 1.6 MILES NE OF SR 121 (Lat: 29.864722, Lng: -82.390000), Route carried "on" structure: County highway 1493, Year Built: 1992, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 550 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 954 (year 2042), Features Intersected: BRANCH OF ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 55.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 264878, Location: 1.8 MI N OF NW 156TH AVE (Lat: 29.823056, Lng: -82.302222), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 175 (year 2042), Design Load: HL 93, Features Intersected: LITTLE MONTOCHA CREEK, Facility Carried by Structure: NE 21ST STREET
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: June 2021, Underwater Inspection Date: June 2021
Structure Number: 264878, Location: 1.8 MI N OF NW 156TH AVE (Lat: 29.823056, Lng: -82.302222), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 101 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 175 (year 2042), Design Load: HL 93, Features Intersected: LITTLE MONTOCHA CREEK, Facility Carried by Structure: NE 21ST STREET
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, 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: June 2021, Underwater Inspection Date: June 2021