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

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Structure Number: 870026,  Location: At US 27/SR 953 Off Ramps (Lat: 25.809722,  Lng: -80.258375),  Route carried "on" structure: State highway 112,  Year Built: 1961,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 11.86m (38.91ft),  Average Daily Traffic: 57,250 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 99,329 (year 2040),  Design Load: HS 20,  Features Intersected: R/R & NW 37th Place
Minimum Vertical Clearance: 7.50m (24.61ft),  Kilometerpoint: 2.060,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.2 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 replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870467,  Location: I-75/SR-826 INTERCHANGE (Lat: 25.898608,  Lng: -80.324303),  Route carried "on" structure: State highway 826,  Year Built: 1974,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HL 93,  Features Intersected: I-75 RAMP & NW 138 ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.270,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.8m (117.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 35.8m (117.5ft),  Out-to-Out Width: 49.4m (162.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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,  Underclear: Somewhat better than minimum adequacy,  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: 87057,  Location: N OF NW 103RD ST. (Lat: 25.869667,  Lng: -80.322611),  Route carried "on" structure: ServiceOther road 826,  Year Built: 1968,  Status: Open,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 7,607 (year 2014),  Average Future Daily Traffic: 13,198 (year 2036),  Design Load: HL 93,  Features Intersected: LITTLE RIVER CANAL C-7,  Facility Carried by Structure: EAST FRONTAGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.317,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87058,  Location: 315FT W OF SR826 ON NW122 (Lat: 25.884083,  Lng: -80.324856),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HL 93,  Features Intersected: PALMETTO CANAL,  Facility Carried by Structure: NW 122 ST(W 68 ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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: 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870596,  Location: 0.75 MI S OF SR-860 (Lat: 25.927931,  Lng: -80.350389),  Route carried "on" structure: City street 170,  Year Built: 1984,  Status: Closed,  Structure Length: 11.78m (38.65ft),  Average Future Daily Traffic: 4,000 (year 2037),  Design Load: HL 93,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.113,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 8706,  Location: 1 MI W OF PALMETTO EXPWY (Lat: 25.898222,  Lng: -80.340250),  Route carried "on" structure: City street 87,  Year Built: 1984,  Status: Open,  Structure Length: 9.70m (31.82ft),  Average Daily Traffic: 10,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,524 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.294,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870605,  Location: 1.7MI W OF PALMETTO EXPWY (Lat: 25.902333,  Lng: -80.349111),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1985,  Status: Open,  Structure Length: 14.99m (49.18ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: HS 20,  Features Intersected: I-75/I-75 EXPRESS LANES,  Facility Carried by Structure: NW 92ND AVE. RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.396,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.6m (159.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870608,  Location: 0.2M N OF NW 103 ST (Lat: 25.870336,  Lng: -80.290772),  Route carried "on" structure: State highway 823,  Year Built: 1958,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 55,520 (year 2042),  Design Load: HL 93,  Features Intersected: LITTLE RIVER CANAL C-7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.501,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.4m (86.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870637,  Location: 0.2M N OF NW 103 ST (Lat: 25.870556,  Lng: -80.266833),  Route carried "on" structure: State highway 953,  Year Built: 1976,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 15,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,892 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE RIVER CANAL C-7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.963,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.3m (86.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870643,  Location: I-75/SR 826 INTERCHANGE (Lat: 25.895778,  Lng: -80.324528),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 91.93m (301.61ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20,  Features Intersected: SR-826 & I-75
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 66.1m (216.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870644,  Location: I-75/SR 826 INTERCHANGE (Lat: 25.900194,  Lng: -80.326250),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 50.72m (166.40ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,218 (year 2042),  Design Load: HS 20,  Features Intersected: SR-826,  Facility Carried by Structure: SR924WB TO SR826SB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.111,  Lanes on structure: 1,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870645,  Location: I-75/SR-826 INTERCHANGE (Lat: 25.898728,  Lng: -80.327017),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 W-N CONN & NW138 ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.509,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870646,  Location: I-75/SR-826 INTERCHANGE (Lat: 25.900278,  Lng: -80.324167),  Route carried "on" structure: Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 112,775 (year 2042),  Design Load: HS 20,  Features Intersected: SR-826
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.2m (66.3ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 18.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870647,  Location: I-75/SR 826 INTERCHANGE (Lat: 25.900889,  Lng: -80.324389),  Route carried "on" structure: Interstate 75,  Year Built: 1986,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 65,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 112,775 (year 2042),  Design Load: HS 20,  Features Intersected: SR-826
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870648,  Location: I-75/SR 826 INTERCHANGE (Lat: 25.897636,  Lng: -80.329536),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1986,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 28,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 48,580 (year 2042),  Design Load: HS 20,  Features Intersected: NW 138TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870649,  Location: 800 ft. East of SR 826 (Lat: 25.899861,  Lng: -80.322222),  Route carried "on" structure: State highway 924,  Year Built: 1986,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 Ramp to SR 826 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.172,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.6m (64.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87065,  Location: 800 ft. East of SR 826 (Lat: 25.900097,  Lng: -80.321639),  Route carried "on" structure: State highway 924,  Year Built: 1986,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HS 20,  Features Intersected: I-75 Ramp to NB SR 826
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.172,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.3m (63.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum 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,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870657,  Location: 0.5M E OF NW 42 AVE (Lat: 25.867500,  Lng: -80.260028),  Route carried "on" structure: State highway 932,  Year Built: 1950,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HL 93,  Features Intersected: SCL R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.138,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.4 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870708,  Location: 1.0 mile East of SR 826 (Lat: 25.898653,  Lng: -80.307722),  Route carried "on" structure: State highway 924,  Year Built: 1989,  Status: Open,  Structure Length: 14.72m (48.29ft),  Average Daily Traffic: 70,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 121,450 (year 2042),  Design Load: HS 20,  Features Intersected: SR 916 and NW 67th Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.653,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 39 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870714,  Location: NW 69 AVE (Lat: 25.840033,  Lng: -80.309989),  Route carried "on" structure: Alternate US 934,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,339 (year 2042),  Design Load: HL 93,  Features Intersected: NW 69 AVE & FEC R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.364,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870716,  Location: O.2M W OF SR-823 (FRAC) (Lat: 25.841078,  Lng: -80.294131),  Route carried "on" structure: Alternate US 934,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 22.89m (75.10ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HL 93,  Features Intersected: FEC R/R CROSS AT 5 WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.870,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 8 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 18.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870717,  Location: NW 69 AVE (Lat: 25.839889,  Lng: -80.309950),  Route carried "on" structure: Alternate US 934,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,339 (year 2042),  Design Load: HL 93,  Features Intersected: NW 69 AVE & FEC R/R,  Facility Carried by Structure: NW 74 ST EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.364,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870719,  Location: 0.2M W OF SR-823 (FRAC) (Lat: 25.841019,  Lng: -80.294208),  Route carried "on" structure: Alternate US 934,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 22.89m (75.10ft),  Average Daily Traffic: 19,500 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HL 93,  Features Intersected: FEC R/R CROSS AT 5 WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.870,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 8 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 87072,  Location: 0.5 miles West of SR 823 (Lat: 25.897083,  Lng: -80.300111),  Route carried "on" structure: State highway 924,  Year Built: 1990,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 70,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 121,450 (year 2042),  Design Load: HS 20,  Features Intersected: W 8th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.424,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 41.2m (135.2ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 41.2m (135.2ft),  Out-to-Out Width: 43.0m (141.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: 870722,  Location: 0.5M E OF NW 42 AVE (Lat: 25.867444,  Lng: -80.259917),  Route carried "on" structure: State highway 932,  Year Built: 1960,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.39m (30.81ft),  Average Daily Traffic: 18,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,098 (year 2042),  Design Load: HL 93,  Features Intersected: SCL R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.138,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870756,  Location: 0.1M N OF SR-932 (Lat: 25.869603,  Lng: -80.322728),  Route carried "on" structure: Ramp State highway 826,  Year Built: 2002,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,025 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE RIVER CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.116,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870757,  Location: AT NW 103RD ST (Lat: 25.866689,  Lng: -80.323017),  Route carried "on" structure: State highway 826,  Year Built: 2002,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,085 (year 2041),  Design Load: HL 93,  Features Intersected: SR-932 (NW 103RD ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.129,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.8 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870758,  Location: SR-826 over Little River (Lat: 25.869578,  Lng: -80.322975),  Route carried "on" structure: State highway 826,  Year Built: 2002,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LITTLE RIVER CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 4.497,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.5m (149.3ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 45.5m (149.3ft),  Out-to-Out Width: 47.1m (154.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 43.5 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  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: 870766,  Location: 1MI S OF I-75 (Lat: 25.884042,  Lng: -80.323639),  Route carried "on" structure: State highway 826,  Year Built: 1997,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HL 93,  Features Intersected: NW 122 ST (W 68 ST)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.881,  Lanes on structure: 12,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 55.4m (181.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 55.4m (181.8ft),  Out-to-Out Width: 57.0m (187.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.0 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: Better than present minimum criteria,  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: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870856,  Location: SR-826 at NW 103rd St. (Lat: 25.867742,  Lng: -80.322694),  Route carried "on" structure: Ramp State highway 932,  Year Built: 2002,  Status: Open,  Structure Length: 41.86m (137.34ft),  Average Daily Traffic: 12,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,820 (year 2042),  Design Load: HS 20,  Features Intersected: SR-826 & NW 103rd St.,  Facility Carried by Structure: Ramp D Flyover
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.127,  Lanes on structure: 2,  Lanes under structure: 20,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 55.4m (181.8ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870957,  Location: 0.5MI. S OF W 68TH ST. (Lat: 25.877000,  Lng: -80.323333),  Route carried "on" structure: State highway 826,  Year Built: 2002,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 19,085 (year 2042),  Design Load: HL 93,  Features Intersected: W 60TH ST (NW 114TH ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.673,  Lanes on structure: 13,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.0m (193.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 59.0m (193.6ft),  Out-to-Out Width: 60.4m (198.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.6 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870977,  Location: 0.8MI S OF SR-932 (Lat: 25.855503,  Lng: -80.323261),  Route carried "on" structure: Ramp State highway 826,  Year Built: 2007,  Status: Open,  Structure Length: 36.55m (119.91ft),  Average Daily Traffic: 7,300 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 12,666 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US27, SR-826& S RIVER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.135,  Lanes on structure: 1,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.3 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 870988,  Location: NW 74st over OKEECHOBE (Lat: 25.840589,  Lng: -80.304889),  Route carried "on" structure: Alternate US 934,  Year Built: 2005,  Status: Open,  Structure Length: 13.80m (45.28ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,339 (year 2042),  Design Load: HL 93,  Features Intersected: MIA Canal/Okeechobee RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.861,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.5m (185.4ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870989,  Location: NW 74 st. over Okeechobee (Lat: 25.840489,  Lng: -80.304689),  Route carried "on" structure: Alternate US 934,  Year Built: 2005,  Status: Open,  Structure Length: 13.80m (45.28ft),  Average Daily Traffic: 23,250 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,339 (year 2042),  Design Load: HL 93,  Features Intersected: Mia Canal/Okeechobee RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.861,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.5m (185.4ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870995,  Location: AT NW 103RD ST (Lat: 25.866711,  Lng: -80.322825),  Route carried "on" structure: State highway 826,  Year Built: 2003,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 10,500 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,218 (year 2041),  Design Load: HS 20,  Features Intersected: SR-932 NW 103RD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.129,  Lanes on structure: 5,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 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 minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 871001,  Location: 1MI W OF SR-826(PALMETTO) (Lat: 25.898222,  Lng: -80.340444),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 10,100 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,524 (year 2042),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: NW 87TH AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.294,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 871096,  Location: SR 826/I-75 INTERCHANGE (Lat: 25.897719,  Lng: -80.324547),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2018,  Status: Open,  Structure Length: 25.76m (84.51ft),  Average Daily Traffic: 4,900 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,502 (year 2041),  Design Load: HL 93,  Features Intersected: SR 826 & I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.718,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 82.8m (271.7ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 871097,  Location: I-75 & SR 826 Interchange (Lat: 25.898639,  Lng: -80.324611),  Route carried "on" structure: Ramp State highway 826,  Year Built: 2016,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,800 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,123 (year 2042),  Design Load: HL 93,  Features Intersected: NW 138th St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 874009,  Location: Okeechobee Intersection (Lat: 25.847561,  Lng: -80.314333),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 50,000 (year 2042),  Design Load: HL 93,  Features Intersected: Miami Canal,  Facility Carried by Structure: NW 72nd Ave.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.822,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 58.3 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: 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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 874095,  Location: At Okeechobee Rd (US27) (Lat: 25.841583,  Lng: -80.306333),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 18,925 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,400 (year 2042),  Design Load: HL 93,  Features Intersected: Miami Canal,  Facility Carried by Structure: NW 74th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874372,  Location: 0.2Mile N of NW 103rd St. (Lat: 25.869611,  Lng: -80.306917),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.09m (6.86ft),  Average Daily Traffic: 21,068 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 35,837 (year 2042),  Design Load: HS 20,  Features Intersected: Little River Canal,  Facility Carried by Structure: W 12th Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.077,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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,  Waterway Adequacy: Equal to 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: April 2020,  Underwater Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8758,  Location: 1/4 Mile N of NW 103rd St (Lat: 25.870278,  Lng: -80.274722),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 11,261 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,300 (year 2042),  Design Load: HS 20,  Features Intersected: Little River,  Facility Carried by Structure: East 4th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.844,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous