Bridge Statistics for Taylor Creek, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 328ft / 100mTotal length
- 71,982Total average daily traffic
- 7,936Total average daily truck traffic
- 124,891Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Taylor Creek
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 61970-1979
- 32000-2009
- 42010-2019
- Bridge Condition - Deck
- 21.4%Very good
- 78.6%Good
- Bridge Condition - Superstructure
- 21.4%Very good
- 71.4%Good
- 7.1%Satisfactory
- Bridge Condition - Substructure
- 7.1%Excellent
- 7.1%Very good
- 71.4%Good
- 14.3%Satisfactory
- Bridge Condition - Channel
- 28.6%Excellent
- 14.3%Very good
- 57.1%Good
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Structure Number: 500142, Location: 0.9Mil North of US90 SR10 (Lat: 30.583419, Lng: -84.550261), Route carried "on" structure: Bypass State highway 269, Year Built: 2014, Status: Open, Structure Length: 37.86m (124.21ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,383 (year 2042), Design Load: HL 93, Features Intersected: Quincy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 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 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 500142, Location: 0.9Mil North of US90 SR10 (Lat: 30.583419, Lng: -84.550261), Route carried "on" structure: Bypass State highway 269, Year Built: 2014, Status: Open, Structure Length: 37.86m (124.21ft), Average Daily Traffic: 1,950 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,383 (year 2042), Design Load: HL 93, Features Intersected: Quincy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.450, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 44.5 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 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: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910054, Location: 2.1MI E/O SR-78 (Lat: 27.210058, Lng: -80.798325), Route carried "on" structure: US 98, Year Built: 1948, Year Reconstructed: 2017, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 9,700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,830 (year 2041), Design Load: HS 20, Features Intersected: TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 3.3m (10.8ft), Horizontal Clearance: 11.4m (37.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.4 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: April 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 910054, Location: 2.1MI E/O SR-78 (Lat: 27.210058, Lng: -80.798325), Route carried "on" structure: US 98, Year Built: 1948, Year Reconstructed: 2017, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 9,700 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,830 (year 2041), Design Load: HS 20, Features Intersected: TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.335, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 3.3m (10.8ft), Horizontal Clearance: 11.4m (37.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 15.6m (51.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.4 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: April 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910057, Location: 1.6MI W OF SE 86TH BLVD. (Lat: 27.193100, Lng: -80.760422), Route carried "on" structure: US 98, Year Built: 1972, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,492 (year 2042), Design Load: HS 20, Features Intersected: NAVIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 910057, Location: 1.6MI W OF SE 86TH BLVD. (Lat: 27.193100, Lng: -80.760422), Route carried "on" structure: US 98, Year Built: 1972, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,492 (year 2042), Design Load: HS 20, Features Intersected: NAVIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.667, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910065, Location: 1.1MI SE OF SR-70 (Lat: 27.239958, Lng: -80.786047), Route carried "on" structure: State highway 710, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,136 (year 2042), Design Load: HS 20, Features Intersected: INTERCEPTOR CANAL L-63N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 910065, Location: 1.1MI SE OF SR-70 (Lat: 27.239958, Lng: -80.786047), Route carried "on" structure: State highway 710, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,136 (year 2042), Design Load: HS 20, Features Intersected: INTERCEPTOR CANAL L-63N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.736, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910066, Location: 1.7MI W OF SE 86TH BLVD (Lat: 27.193603, Lng: -80.761492), Route carried "on" structure: US 98, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,492 (year 2042), Design Load: HS 20, Features Intersected: NUBBINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 910066, Location: 1.7MI W OF SE 86TH BLVD (Lat: 27.193603, Lng: -80.761492), Route carried "on" structure: US 98, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 7,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 12,492 (year 2042), Design Load: HS 20, Features Intersected: NUBBINS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.533, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910096, Location: 1.5MI SE OF SR-70 (Lat: 27.236828, Lng: -80.780928), Route carried "on" structure: State highway 710, Year Built: 2001, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,136 (year 2042), Design Load: HS 25 or greater, Features Intersected: MOSQUITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 910096, Location: 1.5MI SE OF SR-70 (Lat: 27.236828, Lng: -80.780928), Route carried "on" structure: State highway 710, Year Built: 2001, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 16,136 (year 2042), Design Load: HS 25 or greater, Features Intersected: MOSQUITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.372, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 910097, Location: 4.7MI SE OF SR-70 (Lat: 27.204069, Lng: -80.745500), Route carried "on" structure: State highway 710, Year Built: 2001, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,442 (year 2042), Design Load: HS 25 or greater, Features Intersected: NUBBIN SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 910097, Location: 4.7MI SE OF SR-70 (Lat: 27.204069, Lng: -80.745500), Route carried "on" structure: State highway 710, Year Built: 2001, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 15,442 (year 2042), Design Load: HS 25 or greater, Features Intersected: NUBBIN SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.442, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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 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 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 910099, Location: 0.8 MI E/O SR-710 (Lat: 27.250500, Lng: -80.788972), Route carried "on" structure: State highway 70, Year Built: 2016, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 4,850 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,415 (year 2041), Design Load: HL 93, Features Intersected: INTERCEPTOR CANAL L-63N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.439, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.5 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: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 910099, Location: 0.8 MI E/O SR-710 (Lat: 27.250500, Lng: -80.788972), Route carried "on" structure: State highway 70, Year Built: 2016, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 4,850 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 8,415 (year 2041), Design Load: HL 93, Features Intersected: INTERCEPTOR CANAL L-63N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.439, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.5 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: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9101, Location: 2.0 MI E/O SR-710 (Lat: 27.253778, Lng: -80.770083), Route carried "on" structure: State highway 70, Year Built: 2016, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 4,850 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,415 (year 2042), Design Load: HL 93, Features Intersected: MOSQUITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.356, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9101, Location: 2.0 MI E/O SR-710 (Lat: 27.253778, Lng: -80.770083), Route carried "on" structure: State highway 70, Year Built: 2016, Status: Open, Structure Length: 7.31m (23.98ft), Average Daily Traffic: 4,850 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,415 (year 2042), Design Load: HL 93, Features Intersected: MOSQUITO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.356, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 910801, Location: 0.19 MI. SOUTH OF US-98 (Lat: 27.207017, Lng: -80.800219), Route carried "on" structure: ServiceState lands road , Year Built: 2009, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12 (year 2018), Average Future Daily Traffic: 21 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAKE OKEECHOBEE RIM CANA, Facility Carried by Structure: SE 27TH WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: April 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 910801, Location: 0.19 MI. SOUTH OF US-98 (Lat: 27.207017, Lng: -80.800219), Route carried "on" structure: ServiceState lands road , Year Built: 2009, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 12 (year 2018), Average Future Daily Traffic: 21 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAKE OKEECHOBEE RIM CANA, Facility Carried by Structure: SE 27TH WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: April 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 914013, Location: 0.3 MI NORTH OF US-98 (Lat: 27.215097, Lng: -80.793861), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: H 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: SE 34TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 914013, Location: 0.3 MI NORTH OF US-98 (Lat: 27.215097, Lng: -80.793861), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,600 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,776 (year 2042), Design Load: H 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: SE 34TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 914016, Location: 200 FT WEST OF SR-710 (Lat: 27.192978, Lng: -80.730308), Route carried "on" structure: Alternate County highway 15A, Year Built: 1971, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20, Features Intersected: L-63S CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.292, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.5 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: 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, 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: 914016, Location: 200 FT WEST OF SR-710 (Lat: 27.192978, Lng: -80.730308), Route carried "on" structure: Alternate County highway 15A, Year Built: 1971, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 7,981 (year 2042), Design Load: HS 20, Features Intersected: L-63S CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.292, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.5 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: 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, 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: 914017, Location: 0.25 MI WEST OF SR-710 (Lat: 27.218000, Lng: -80.768444), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20, Features Intersected: L-63N CANAL, Facility Carried by Structure: SE 59TH BLVD.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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 Precast Panels
Structure Number: 914017, Location: 0.25 MI WEST OF SR-710 (Lat: 27.218000, Lng: -80.768444), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 120 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20, Features Intersected: L-63N CANAL, Facility Carried by Structure: SE 59TH BLVD.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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 Precast Panels
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Structure Number: 914028, Location: 100 FT. NORTH OF 28TH ST (Lat: 27.218806, Lng: -80.784611), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,164 (year 2040), Design Load: HL 93, Features Intersected: RELIEF CANAL, Facility Carried by Structure: SE 43RD AVE.
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 914028, Location: 100 FT. NORTH OF 28TH ST (Lat: 27.218806, Lng: -80.784611), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,164 (year 2040), Design Load: HL 93, Features Intersected: RELIEF CANAL, Facility Carried by Structure: SE 43RD AVE.
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 72.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 65.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete