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

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Structure Number: 754128,  Location: At Westwood Blvd. (OCCC) (Lat: 28.420928,  Lng: -81.467469),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 28.86m (94.69ft),  Average Daily Traffic: 1,001 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,737 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-528 (Beach Line Hwy),  Facility Carried by Structure: W. Entrance Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 61.3m (201.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 75414,  Location: OCCC-N End of 754128 (Lat: 28.421672,  Lng: -81.468275),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,001 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,501 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: Utility Vault,  Facility Carried by Structure: W. Entrance Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.5m (1.6ft)

Condition: Culverts: Very good,  Operating Rating: 83.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 754144,  Location: 1 Mi. West of SR423 (Lat: 28.432075,  Lng: -81.440569),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 11,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,432 (year 2042),  Design Load: HL 93,  Features Intersected: Central Canal,  Facility Carried by Structure: Destination Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Good,  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: November 2020

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Structure Number: 754152,  Location: 0.5 mi. W of SR-423 (Lat: 28.436500,  Lng: -81.431722),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 11,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,432 (year 2042),  Design Load: HL 93,  Features Intersected: SHINGLE CREEK,  Facility Carried by Structure: DESTINATION PKY WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.429,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 754153,  Location: 0.5 mi. W of SR-423 (Lat: 28.436308,  Lng: -81.431575),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 15.54m (50.98ft),  Average Daily Traffic: 11,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,432 (year 2042),  Design Load: HL 93,  Features Intersected: SHINGLE CREEK,  Facility Carried by Structure: DESTINATION PKY EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.429,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 754157,  Location: 0.5 Mi W/O Sidney Hays Rd (Lat: 28.428811,  Lng: -81.384092),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 5,200 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,022 (year 2042),  Design Load: HL 93,  Features Intersected: Goodman-Rossman Canal,  Facility Carried by Structure: Thorpe Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 63.7 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 754158,  Location: 0.7MI S/O SR552-Curry Fd (Lat: 28.499217,  Lng: -81.255267),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.72m (8.92ft),  Average Daily Traffic: 14,900 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,852 (year 2042),  Design Load: HS 20,  Features Intersected: Azalea Outfall Canal,  Facility Carried by Structure: So Econ Trail
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.517,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.2m (89.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: 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: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 754167,  Location: John Young Pkwy-Sand Lake (Lat: 28.450089,  Lng: -81.427786),  Route carried "on" structure: County highway 423,  Year Built: 2019,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 69,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 119,715 (year 2042),  Design Load: HL 93,  Features Intersected: Sand Lake Road,  Facility Carried by Structure: John Young Pkwy SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 754168,  Location: John Young Pkwy-Sand Lake (Lat: 28.450622,  Lng: -81.427561),  Route carried "on" structure: County highway 423,  Year Built: 2019,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 69,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 119,715 (year 2042),  Design Load: HL 93,  Features Intersected: Sand Lake Road,  Facility Carried by Structure: John Young Pkwy NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.002,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 754173,  Location: 1.2 Miles N of SR-417 (Lat: 28.384306,  Lng: -81.311583),  Route carried "on" structure: County highway 5123,  Year Built: 2019,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 18,000 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HL 93,  Features Intersected: Taft Drainage Ditch,  Facility Carried by Structure: Boggy Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.208,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: 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: January 2022

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Structure Number: 7558,  Location: 0.3 mile East of SR-435 (Lat: 28.504681,  Lng: -81.454531),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 31,500 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 54,653 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Canal,  Facility Carried by Structure: L. B. McLeod Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.431,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.0m,  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 755801,  Location: 0.8 mile East of SR-435 (Lat: 28.497092,  Lng: -81.445853),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 41,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Conroy Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.342,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755803,  Location: 0.1 mi W of Marathon Ave (Lat: 28.512922,  Lng: -81.414611),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 2,216 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,570 (year 2042),  Design Load: H 20,  Features Intersected: Catalina Canal,  Facility Carried by Structure: Gulfstream Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 755804,  Location: 0.1 mi E of Gulfstream Rd (Lat: 28.514603,  Lng: -81.411458),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 224 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 260 (year 2042),  Design Load: H 20,  Features Intersected: Catalina Canal,  Facility Carried by Structure: Catalina Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 54.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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: October 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 755806,  Location: 0.6 mi E of Summerlin Ave (Lat: 28.544000,  Lng: -81.358292),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,192 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,383 (year 2042),  Features Intersected: Fern Creek,  Facility Carried by Structure: Washington St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 755807,  Location: 0.1mi S of Ivanhoe Blvd (Lat: 28.566186,  Lng: -81.384222),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,965 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,279 (year 2042),  Features Intersected: Lake Ivanhoe,  Facility Carried by Structure: Poinsettia Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 755808,  Location: 0.3 mi W of Mercy Drive (Lat: 28.581769,  Lng: -81.436150),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,998 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,798 (year 2042),  Design Load: HS 20,  Features Intersected: Flood Control Canal,  Facility Carried by Structure: Seaboard Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.669,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 12.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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 2021,  Other Special Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755809,  Location: .3miSE of Cinderlane Pkwy (Lat: 28.602169,  Lng: -81.427006),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,145 (year 2042),  Design Load: HS 20,  Features Intersected: Wekiva Canal,  Facility Carried by Structure: N Lake Orlando Pky
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 59.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 755811,  Location: 0.5Mi E. of Kirkman Rd (Lat: 28.482883,  Lng: -81.452361),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 26,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,110 (year 2042),  Design Load: HS 20,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: Vineland Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.256,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.9m (114.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755812,  Location: At SR 527 & Lucerne Circl (Lat: 28.535325,  Lng: -81.376600),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 48,000 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 83,280 (year 2042),  Design Load: HS 20,  Features Intersected: Lake Lucerne,  Facility Carried by Structure: Rosalind Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.026,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 38.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 755813,  Location: 0.25 mile West of SR-435 (Lat: 28.511594,  Lng: -81.463208),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Posted for load,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,145 (year 2042),  Design Load: HS 20,  Features Intersected: Retention Pond,  Facility Carried by Structure: Wilshire Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.034,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 8.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  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: Concrete Cast-file-Place

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Structure Number: 755814,  Location: 1.5 mi NE of Kirkman Road (Lat: 28.491214,  Lng: -81.438372),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,110 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Vineland Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.093,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.8m (61.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755816,  Location: 1.25 Mi S/O Curry Ford Rd (Lat: 28.491750,  Lng: -81.254861),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.12m (6.96ft),  Average Daily Traffic: 14,900 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,852 (year 2042),  Design Load: HS 20,  Features Intersected: E Orlando Outfall Canal,  Facility Carried by Structure: So Econ Trail
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.688,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.2m (69.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755817,  Location: 0.4 mi S of Conroy Rd (Lat: 28.488286,  Lng: -81.436000),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 21,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,821 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Millenia Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755818,  Location: Lake Nona Blvd over SR417 (Lat: 28.379342,  Lng: -81.277367),  Route carried "on" structure: Alternate City street ,  Year Built: 2005,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: HL 93,  Features Intersected: SR-417,  Facility Carried by Structure: Lake Nona Blvd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.863,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755819,  Location: 300 ft. North of SR-417 (Lat: 28.380181,  Lng: -81.277467),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 20,500 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: HL 93,  Features Intersected: SR-417 OUC R/R,  Facility Carried by Structure: Lake Nona Blvd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.977,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755821,  Location: Oak Ridge Rd-SR-91 (Lat: 28.472125,  Lng: -81.444369),  Route carried "on" structure: County highway 528A,  Year Built: 2007,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,375 (year 2042),  Design Load: HL 93,  Features Intersected: SR-91 Fla Turnpike,  Facility Carried by Structure: Oak Ridge Rd.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.558,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 4.3m (14.1ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755822,  Location: 0.2 Mile East of SR-435 (Lat: 28.513731,  Lng: -81.454678),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,250 (year 2042),  Design Load: HS 20,  Features Intersected: Shingle Creek,  Facility Carried by Structure: Metrowest Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.422,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755823,  Location: Anderson Street over I-4 (Lat: 28.536139,  Lng: -81.382833),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 25.39m (83.30ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,800 (year 2040),  Design Load: HL 93,  Features Intersected: I-4 & SunRail RR,  Facility Carried by Structure: Anderson Street
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 1.912,  Lanes on structure: 4,  Lanes under structure: 13,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755824,  Location: 0.3 Miles N. of Conroy Rd (Lat: 28.501389,  Lng: -81.442417),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 9,000 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,615 (year 2042),  Design Load: HL 93,  Features Intersected: Northgate Canal,  Facility Carried by Structure: P Barack Obama Pky
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.354,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2022

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Structure Number: 755825,  Location: At Anderson St. Ramp (Lat: 28.536700,  Lng: -81.380650),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 200 (year 2021),  Average Future Daily Traffic: 200 (year 2042),  Features Intersected: CNL Parking Garage,  Facility Carried by Structure: Entrance CNL park
Minimum Vertical Clearance: 2.07m (6.79ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 19.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755826,  Location: 0.15 Mi. W. of CR-15 (Lat: 28.372411,  Lng: -81.246794),  Route carried "on" structure: Business City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 9,600 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,656 (year 2042),  Design Load: HL 93,  Features Intersected: Drainage Canal,  Facility Carried by Structure: Tavistock Lakes Bl
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.104,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 755829,  Location: 0.3 Miles W of CR-15 (Lat: 28.379922,  Lng: -81.249481),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,500 (year 2034),  Design Load: HL 93,  Features Intersected: Drainage Canal,  Facility Carried by Structure: South Nemours Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 755903,  Location: OIA East side of terminal (Lat: 28.430356,  Lng: -81.305111),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: H 20,  Features Intersected: Tug Tunnel South,  Facility Carried by Structure: Jeff Fuqua Blvd.
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.586,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 755904,  Location: Orlando Internatl Airport (Lat: 28.443347,  Lng: -81.310669),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: HL 93,  Features Intersected: Bypass Canal,  Facility Carried by Structure: Airport Entrnce Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755905,  Location: Orlando Internatl Airport (Lat: 28.444144,  Lng: -81.306931),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 40,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,400 (year 2042),  Design Load: HL 93,  Features Intersected: Bypass Canal,  Facility Carried by Structure: North exit Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.068,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755906,  Location: OIA West side of Terminal (Lat: 28.431967,  Lng: -81.311336),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: H 20,  Features Intersected: Tug Tunnel North,  Facility Carried by Structure: Jeff Fuqua Blvd.
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 1.329,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 755907,  Location: OIA West side of Terminal (Lat: 28.430297,  Lng: -81.311336),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 20,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,568 (year 2042),  Design Load: H 20,  Features Intersected: Tug Tunnel South,  Facility Carried by Structure: Jeff Fuqua Blvd.
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 1.526,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 755908,  Location: N. Side of Terminal OIA (Lat: 28.432178,  Lng: -81.310314),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 37.37m (122.60ft),  Average Daily Traffic: 4,273 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,940 (year 2042),  Design Load: H 15,  Features Intersected: Parking Garage,  Facility Carried by Structure: 2nd Level Deplan A
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 36,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 15.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 755909,  Location: S. Side of Terminal OIA (Lat: 28.430000,  Lng: -81.307736),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 37.37m (122.60ft),  Average Daily Traffic: 5,341 (year 2020),  Average Future Daily Traffic: 6,195 (year 2042),  Design Load: H 15,  Features Intersected: Parking Garage,  Facility Carried by Structure: 2nd Level Deplan B
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 36,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 5.0m (16.4ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 25.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 75591,  Location: N. Side of Terminal OIA (Lat: 28.432086,  Lng: -81.307597),  Route carried "on" structure: ServiceCity street ,  Year Built: 1981,  Year Reconstructed: 1990,  Status: Posted for load,  Structure Length: 53.86m (176.71ft),  Average Daily Traffic: 15,001 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,027 (year 2042),  Design Load: H 15,  Features Intersected: 2nd Level Deplane A,  Facility Carried by Structure: 3rdLevel Enplane A
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.016,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 48,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place