Bridge Statistics for Belle Glade, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 93003,  Location: 0.4 MI W of SR-7 (US-441) (Lat: 26.688569,  Lng: -80.672875),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Posted for load,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 3,825 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,980 (year 2042),  Design Load: H 15,  Features Intersected: HILLSBORO L-14 CANAL,  Facility Carried by Structure: NW 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.682,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Open Grating

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Structure Number: 930038,  Location: CR 880 AT SIX MILE BEND (Lat: 26.645194,  Lng: -80.581900),  Route carried "on" structure: County highway 880,  Year Built: 1954,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 2,250 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,904 (year 2042),  Design Load: H 15,  Features Intersected: HILLSBORO CANAL L-14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.021,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 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: 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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 930072,  Location: 1.9 MI WEST OF SR-715 (Lat: 26.705517,  Lng: -80.713042),  Route carried "on" structure: County highway 717,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 13.60m (44.62ft),  Average Daily Traffic: 1,260 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,186 (year 2042),  Design Load: H 10,  Features Intersected: OKEECHOBEE RIM CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.974,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 15.8m (51.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $350,906,000,  Total Project Cost: $438,633,000,  Deck Structure Type: Open Grating

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Structure Number: 930338,  Location: At East Canal St. (Lat: 26.686175,  Lng: -80.677806),  Route carried "on" structure: State highway 15,  Year Built: 1976,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 27,760 (year 2042),  Design Load: HS 20,  Features Intersected: Hillsboro Canal L14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: 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: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Open Grating

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Structure Number: 93036,  Location: 750FT W OF SR-7 (US-441) (Lat: 26.687139,  Lng: -80.669844),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Posted for load-capacity,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,302 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,994 (year 2042),  Design Load: HS 20,  Features Intersected: HILLSBORO CANAL L-14,  Facility Carried by Structure: NW 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.528,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Open Grating

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Structure Number: 930471,  Location: Belle Glade 1Mi W SR-80 (Lat: 26.694036,  Lng: -80.684003),  Route carried "on" structure: State highway 715,  Year Built: 2000,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 9,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 17,176 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Hillsboro (L-14) Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.394,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 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: 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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930805,  Location: 300FT East of CR-717 (Lat: 26.813403,  Lng: -80.563767),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 150 (year 2042),  Features Intersected: L-10 Canal,  Facility Carried by Structure: Levee Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 930806,  Location: 4.0 MI NW OF US-441 (Lat: 26.764456,  Lng: -80.498994),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1955,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 50%,  Average Future Daily Traffic: 150 (year 2042),  Design Load: HL 93,  Features Intersected: L-12 Canal,  Facility Carried by Structure: Levee Road
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 934513,  Location: 6MI E OF BELLE GLADE (Lat: 26.678456,  Lng: -80.538581),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 868 (year 2042),  Features Intersected: OCEAN CANAL L-13,  Facility Carried by Structure: SAM SENTER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.642,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.0 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: 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: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934515,  Location: AT TEDDAR ROAD (Lat: 26.710678,  Lng: -80.691981),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,246 (year 2042),  Design Load: HS 20,  Features Intersected: SFC DIST CANAL NO 1,  Facility Carried by Structure: HARRIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 934519,  Location: ADJ. TO N. SIDE OF SR-880 (Lat: 26.671689,  Lng: -80.638011),  Route carried "on" structure: County highway ,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 4,050 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,062 (year 2042),  Design Load: HS 20,  Features Intersected: HILLSBORO L-14 CANAL,  Facility Carried by Structure: DUDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Better than 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: August 2020,  Underwater Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934552,  Location: 1 Mi. S of US-441 (Lat: 26.711111,  Lng: -80.554444),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 450 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 781 (year 2042),  Design Load: HL 93,  Features Intersected: E-2 Canal,  Facility Carried by Structure: Hatton Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: Febuary 2020,  Underwater Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9351,  Location: 0.5 MI. E OF SR-80 (Lat: 26.682528,  Lng: -80.660056),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2000,  Status: Posted for load-capacity,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 2,150 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,603 (year 2042),  Design Load: H 20,  Features Intersected: HILLSBORO CANAL L-14,  Facility Carried by Structure: SE 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place