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Bridge Statistics for La Crosse, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 43ft / 13mTotal length
  • $9,000Total costs
  • 10,494Total average daily traffic
  • 1,048Total average daily truck traffic
  • 16,475Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for La Crosse
  • No street view available for this location

New bridges in La Crosse, FL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11950-1959
  • 31960-1969
  • 11970-1979
  • 31980-1989
  • 21990-1999
Reconstructed bridges in La Crosse, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in La Crosse, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 36.4%Good
  • 45.5%Satisfactory
  • 9.1%Fair
  • 9.1%Failed
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 44.4%Good
  • 44.4%Satisfactory
  • 11.1%Failed
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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 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,526 (year 2039),  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: 67.0m (219.8ft),  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 2017
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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: 3,300 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,726 (year 2038),  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: 104.0m (341.2ft),  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: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 70.7 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 2017
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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: 1,300 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,256 (year 2038),  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: 98.0m (321.5ft),  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 2016
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Structure Number: 260032,  Location: 2.8 MI NE OF SR 121 (Lat: 29.881333,  Lng: -82.384833),  Route carried "on" structure: Alternate County highway 1493,  Year Built: 1962,  Status: Posted for load,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 868 (year 2039),  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: 57.0m (187.0ft),  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: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2017,  Underwater Inspection Date: October 2017,  Other Special Inspection Date: October 2017,  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: 0.07m (0.23ft),  Average Daily Traffic: 2,300 (year 2016),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,990 (year 2038),  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: 105.0m (344.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.7 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 2016
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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 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 696 (year 2039),  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: County Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  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: 0.7m (2.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Other Special Inspection Date: November 2017,  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 2017),  Average Future Daily Traffic: 101 (year 2039),  Design Load: HS 20,  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: 58.0m (190.3ft),  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: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 13.70m (44.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  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 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 201 (year 2039),  Design Load: HS 20,  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: 61.0m (200.1ft),  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: Good,  Culverts: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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Structure Number: 264138,  Location: 0.75 MI EAST OF SR 121 (Lat: 29.800833,  Lng: -82.371111),  Route carried "on" structure: County highway 22,  Year Built: 1986,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 750 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 763 (year 2039),  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: 74.0m (242.8ft),  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: Good,  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: Better than 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: October 2017
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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: 100 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 173 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH OF ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.261,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 69.0m (226.4ft),  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: 4.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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Structure Number: 264148,  Location: 1.8 MI N OF NW 156TH AVE (Lat: 29.823056,  Lng: -82.302222),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Closed,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 101 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 175 (year 2037),  Features Intersected: LITTLE MONTEOCHA CREEK,  Facility Carried by Structure: NE 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.919,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Failed,  Culverts: Failed,  Operating Rating: 54.5 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),  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017
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