Bridge Statistics for St. Petersburg, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 150014,  Location: 0.25 Mi. S of I-275 (Lat: 27.895556,  Lng: -82.639017),  Route carried "on" structure: State highway 687,  Year Built: 1959,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 6,050 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,497 (year 2042),  Design Load: HS 20,  Features Intersected: BIG ISLAND GAP
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 8.784,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150024,  Location: 20ft. N of 78th Ave N (Lat: 27.842881,  Lng: -82.638717),  Route carried "on" structure: US 92,  Year Built: 1950,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 55,520 (year 2042),  Design Load: H 15,  Features Intersected: TURNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.655,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2021

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Structure Number: 150038,  Location: 1.4MI N/O SUNSHINE SKYWAY (Lat: 27.661644,  Lng: -82.677364),  Route carried "on" structure: Interstate 275,  Year Built: 1968,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 46.71m (153.25ft),  Average Daily Traffic: 52,163 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 90,503 (year 2042),  Design Load: H 20,  Features Intersected: BUNCES PASS
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 9.093,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Navigation Control: Yes ( Vertical Clearance: 5.7m (18.7ft), Horizontal Clearance: 17.2m (56.4ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 40,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.40m (152.23ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: June 2021,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $375,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 150042,  Location: 0.7MI NW OF SR-693 (Lat: 27.799222,  Lng: -82.737567),  Route carried "on" structure: Alternate US 19A,  Year Built: 1957,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 30,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: PINELLAS TRAIL,  Facility Carried by Structure: ALT US-19 (SR-595)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 10.855,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150047,  Location: At 54th Ave. N (Lat: 27.821114,  Lng: -82.637739),  Route carried "on" structure: US 92,  Year Built: 1937,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 55,520 (year 2042),  Design Load: H 15,  Features Intersected: PLACIDO BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.878,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2021

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Structure Number: 150052,  Location: 1.2MI. WEST OF US-19 (Lat: 27.717856,  Lng: -82.698397),  Route carried "on" structure: State highway 682,  Year Built: 1962,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 19.70m (64.63ft),  Average Daily Traffic: 13,750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,856 (year 2042),  Design Load: H 20,  Features Intersected: BOCA CIEGA BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.957,  Lanes on structure: 2,  Toll: On toll road,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 5.4m (17.7ft), Horizontal Clearance: 21.0m (68.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150056,  Location: 900FT S OF ULMERTON RD (Lat: 27.891272,  Lng: -82.673456),  Route carried "on" structure: State highway 686,  Year Built: 1971,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,808 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: MOSQUITO PASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.946,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 150072,  Location: 1.0 MI NORTH OF US-19A (Lat: 27.805303,  Lng: -82.728650),  Route carried "on" structure: State highway 693,  Year Built: 1966,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 71,135 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LELLMANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.921,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 150075,  Location: I-275NB TO SR-686 WB RAMP (Lat: 27.878206,  Lng: -82.658106),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: SR 686 (ROOSEVELT BLVD.),  Facility Carried by Structure: RAMP P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.204,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150088,  Location: 1.5 MI NORTH OF SR-595 (Lat: 27.799250,  Lng: -82.662806),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 72,750 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 126,221 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 30TH AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.947,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: 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: 150089,  Location: 1.5MI NORTH OF SR-595 (Lat: 27.799250,  Lng: -82.662528),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 72,750 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 126,221 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 30TH AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.947,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: Better than 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: 15009,  Location: 4.2 MI S OF GANDY BLVD. (Lat: 27.791967,  Lng: -82.660697),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HL 93,  Features Intersected: 22ND AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.102,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150091,  Location: 4.2MI S OF GANDY BLVD. (Lat: 27.791958,  Lng: -82.660356),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 22ND AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.102,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 150092,  Location: 3 MI S OF GANDY BLVD. (Lat: 27.806569,  Lng: -82.662975),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 72,750 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 126,221 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 38TH AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.764,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 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,  Underclear: 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: 150093,  Location: 3 MI S OF GANDY BLVD. (Lat: 27.806619,  Lng: -82.662236),  Route carried "on" structure: Interstate 275,  Year Built: 1974,  Status: Open,  Structure Length: 6.69m (21.95ft),  Average Daily Traffic: 72,750 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 126,221 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 38TH AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.750,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150094,  Location: 2.3 MI S OF GANDY BLVD (Lat: 27.817511,  Lng: -82.664883),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 69,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 120,149 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 50TH AVE N SR-689
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.018,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: 150095,  Location: 2.3 MI S OF GANDY BLVD (Lat: 27.817503,  Lng: -82.664508),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 69,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 120,149 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 50TH AVE N SR-689
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.018,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than 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: 150096,  Location: 2.1 MI S OF SR-694 (Lat: 27.821117,  Lng: -82.664653),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,230 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-275,  Facility Carried by Structure: 54TH AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.423,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.1m (95.5ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 56.4 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,  Underclear: Meets minimum limits,  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: 150097,  Location: 1.7MI S OF GANDY BLVD (Lat: 27.828383,  Lng: -82.666789),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20,  Features Intersected: 62ND AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.246,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: Better than 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: 150098,  Location: 1.7MI SOUTH OF GANDY BLVD (Lat: 27.828383,  Lng: -82.666469),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Status: Open,  Structure Length: 5.72m (18.77ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20,  Features Intersected: 62ND AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.246,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 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: Better than 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: 150099,  Location: 2 MI S OF SR-686 (Lat: 27.850536,  Lng: -82.663817),  Route carried "on" structure: Ramp State highway 694,  Year Built: 1971,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,003 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I-275
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.154,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1501,  Location: 2 MI SOUTH OF SR-686 (Lat: 27.852361,  Lng: -82.664028),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-694 (GANDY BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.932,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: 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: 150101,  Location: 2MI SOUTH OF SR-686 (Lat: 27.852453,  Lng: -82.663697),  Route carried "on" structure: Interstate 275,  Year Built: 1971,  Status: Open,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-694 (GANDY BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.942,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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,  Underclear: 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: 150102,  Location: I-275 AND SR-686 (Lat: 27.878844,  Lng: -82.659058),  Route carried "on" structure: Interstate 275,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20,  Features Intersected: SR-686 (ROOSEVELT BLVD.)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 20.046,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.4 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150103,  Location: I-275 AND SR-686 (Lat: 27.878694,  Lng: -82.658917),  Route carried "on" structure: Interstate 275,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 65,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 113,642 (year 2042),  Design Load: HS 20,  Features Intersected: SR-686 (ROOSEVELT BLVD.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.046,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.1 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: Equal to present minimum criteria,  Underclear: Better than 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: 150108,  Location: 0.25 mi. S of I-275 (Lat: 27.895581,  Lng: -82.638814),  Route carried "on" structure: State highway 687,  Year Built: 1959,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 6,050 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,497 (year 2042),  Design Load: HS 20,  Features Intersected: BIG ISLAND GAP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.784,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150109,  Location: 2MI S OF SR-686 (Lat: 27.853150,  Lng: -82.662006),  Route carried "on" structure: Ramp State highway 694,  Year Built: 1972,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 9,800 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,003 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SR-687 GANDY BLVD,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.550,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150115,  Location: 0.3 MI. S OF 22ND AVE N (Lat: 27.786714,  Lng: -82.661142),  Route carried "on" structure: Interstate 275,  Year Built: 1975,  Status: Open,  Structure Length: 14.06m (46.13ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.468,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150116,  Location: 0.3 MI. S OF 22ND AVE N (Lat: 27.786386,  Lng: -82.660894),  Route carried "on" structure: Interstate 275,  Year Built: 1975,  Status: Open,  Structure Length: 14.06m (46.13ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.431,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150117,  Location: 0.3 MI. N OF SR595 5TH AV (Lat: 27.784678,  Lng: -82.661764),  Route carried "on" structure: Interstate 275,  Year Built: 1975,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 13TH AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.289,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum 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: 150118,  Location: 0.3 MI. N OF SR595 5TH AV (Lat: 27.784639,  Lng: -82.661389),  Route carried "on" structure: Interstate 275,  Year Built: 1975,  Status: Open,  Structure Length: 5.87m (19.26ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 13TH AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.284,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum 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: 150119,  Location: 0.2MI N OF SR595 5TH AV N (Lat: 27.781167,  Lng: -82.661056),  Route carried "on" structure: Interstate 275,  Year Built: 1975,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 9TH AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.880,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 15012,  Location: 0.2MI N OF SR595 5TH AV N (Lat: 27.781167,  Lng: -82.660611),  Route carried "on" structure: Interstate 275,  Year Built: 1975,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 72,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125,788 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 9TH AVENUE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.879,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than 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: 150121,  Location: AT SR-595 (5TH AVE N) (Lat: 27.766511,  Lng: -82.658911),  Route carried "on" structure: Interstate 275,  Year Built: 1980,  Status: Open,  Structure Length: 132.90m (436.02ft),  Average Daily Traffic: 49,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,449 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 5TH AVE N&S (SR-595)
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.171,  Lanes on structure: 3,  Lanes under structure: 30,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 45,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150122,  Location: AT SR-595 (5TH AVE N) (Lat: 27.771944,  Lng: -82.658028),  Route carried "on" structure: Interstate 275,  Year Built: 1980,  Status: Open,  Structure Length: 137.70m (451.77ft),  Average Daily Traffic: 49,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,449 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 5TH AVE N&S (SR-595)
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 7.128,  Lanes on structure: 3,  Lanes under structure: 34,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 40,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150123,  Location: I-275 & I-375 INTERCHANGE (Lat: 27.775833,  Lng: -82.657944),  Route carried "on" structure: Ramp Interstate 275,  Year Built: 1977,  Status: Open,  Structure Length: 30.79m (101.02ft),  Average Daily Traffic: 4,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,460 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ST PETE MAINT YARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150124,  Location: I275SB AT I-375EB RAMP (Lat: 27.776806,  Lng: -82.659667),  Route carried "on" structure: Ramp Interstate 375,  Year Built: 1977,  Status: Open,  Structure Length: 36.40m (119.42ft),  Average Daily Traffic: 13,750 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,856 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: I275NB&ALT-19(5TH AVE N)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 6,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150128,  Location: I375 AT ALT19 (5TH AVE N) (Lat: 27.777472,  Lng: -82.658667),  Route carried "on" structure: Ramp Interstate 375,  Year Built: 1977,  Status: Open,  Structure Length: 15.10m (49.54ft),  Average Daily Traffic: 13,750 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,856 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ALT-19 (5TH AVE N)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 54.0m (177.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150129,  Location: 0.3MI. SOUTH OF I-175 (Lat: 27.762444,  Lng: -82.663028),  Route carried "on" structure: Interstate 275,  Year Built: 1979,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 49,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,449 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 22ND STREET SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.532,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underclear: Better than 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 Precast Panels

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Structure Number: 15013,  Location: 0.3MI S OF I-175 (Lat: 27.762114,  Lng: -82.663019),  Route carried "on" structure: Interstate 275,  Year Built: 1979,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 49,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 85,449 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 22ND STREET SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.518,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  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 Precast Panels

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Structure Number: 150131,  Location: 0.7MI SOUTH OF I-175 (Lat: 27.760861,  Lng: -82.671167),  Route carried "on" structure: Interstate 275,  Year Built: 1980,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 80,678 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 28TH STREET SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.697,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum 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: 150132,  Location: 0.7MI SOUTH OF I-175 (Lat: 27.760556,  Lng: -82.671111),  Route carried "on" structure: Interstate 275,  Year Built: 1980,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 80,678 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 28TH STREET SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.678,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: 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: 15014,  Location: I-175 AT 16TH ST S (Lat: 27.766853,  Lng: -82.657292),  Route carried "on" structure: Ramp Interstate 175,  Year Built: 1977,  Status: Open,  Structure Length: 59.50m (195.21ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,624 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 3RD,4TH,5TH AVE & 16 ST
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 16,  Length of Maximum Span: 57.7m (189.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place