Bridge Statistics for Moore Haven, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 50028,  Location: 3MI S OF JCT US27/SR78 (Lat: 26.833889,  Lng: -81.139167),  Route carried "on" structure: US 27,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,900 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,706 (year 2042),  Design Load: H 15,  Features Intersected: NEWHALL FLOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.508,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: January 2020

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Structure Number: 50063,  Location: 2.7MI N OF SR-80 (Lat: 26.793811,  Lng: -81.082581),  Route carried "on" structure: US 27,  Year Built: 1961,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 20,126 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SHARP BEND CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.816,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 64.6 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: January 2020

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Structure Number: 50064,  Location: 900FT EAST OF FIRST ST (Lat: 26.833069,  Lng: -81.088731),  Route carried "on" structure: US 27,  Year Built: 2000,  Status: Open,  Structure Length: 69.52m (228.08ft),  Average Daily Traffic: 11,600 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 20,126 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CALOOSAHATCHEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.137,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 17.3m (56.8ft), Horizontal Clearance: 68.8m (225.7ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 12,  Length of Maximum Span: 97.7m (320.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 50065,  Location: 3.5MI EAST OF US-27 (Lat: 26.885275,  Lng: -81.122550),  Route carried "on" structure: State highway 78,  Year Built: 1995,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,866 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 6,708 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: L-41 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.689,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Underwater Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54008,  Location: E SIDE MOORE HAVEN LOCKS (Lat: 26.841028,  Lng: -81.089278),  Route carried "on" structure: County highway 720,  Year Built: 1965,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 110 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 155 (year 2041),  Features Intersected: BILLS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 84.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2021

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Structure Number: 54018,  Location: 1.3MI WEST OF US 27 (Lat: 26.817300,  Lng: -81.102369),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Posted for load-capacity,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 95 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 114 (year 2041),  Features Intersected: TIFFS CREEK,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70083,  Location: 8.0MI W/O US-27 (Lat: 26.768333,  Lng: -81.205556),  Route carried "on" structure: State highway 70,  Year Built: 2020,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 5,550 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,629 (year 2042),  Design Load: HL 93,  Features Intersected: MYRTLE SLOUGH CANAL,  Facility Carried by Structure: SR-80 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.315,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 70085,  Location: 5.9MI W/O US-27 (Lat: 26.767339,  Lng: -81.171850),  Route carried "on" structure: State highway 80,  Year Built: 2020,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 5,550 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,629 (year 2042),  Design Load: HL 93,  Features Intersected: HILLARD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.711,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  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: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70086,  Location: 8.3MI E/O SR-29 (Lat: 26.768611,  Lng: -81.304167),  Route carried "on" structure: US 80,  Year Built: 2020,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 5,550 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,629 (year 2042),  Design Load: HL 93,  Features Intersected: GOODNO DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.561,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal 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 23 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50064,  Location: 900FT EAST OF FIRST ST (Lat: 26.833069,  Lng: -81.088731),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 1%,  Features Intersected: CALOOSAHATCHEE RIVER,  Facility Carried by Structure: US-27/SR-25
Minimum Vertical Clearance: 12.71m (41.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 97.7m (320.5ft)

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Structure Number: 50064,  Location: 900FT EAST OF FIRST ST (Lat: 26.833069,  Lng: -81.088731),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 1%,  Features Intersected: CALOOSAHATCHEE RIVER,  Facility Carried by Structure: US-27/SR-25
Minimum Vertical Clearance: 15.15m (49.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 97.7m (320.5ft)

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Structure Number: 50064,  Location: 900FT EAST OF FIRST ST (Lat: 26.833069,  Lng: -81.088731),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 120 (year 2014),  Truck Traffic: 3%,  Features Intersected: CALOOSAHATCHEE RIVER,  Facility Carried by Structure: US-27/SR-25
Minimum Vertical Clearance: 8.20m (26.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 97.7m (320.5ft)