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

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Structure Number: 150017,  Location: 0.8MI. S OF PARK BLVD. (Lat: 27.827444,  Lng: -82.728481),  Route carried "on" structure: State highway 693,  Year Built: 1966,  Status: Open,  Structure Length: 1.29m (4.23ft),  Average Daily Traffic: 39,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,532 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: KENNETH CITY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.376,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 150055,  Location: 2MI N OF SR-694 (Lat: 27.862400,  Lng: -82.700242),  Route carried "on" structure: US 19,  Year Built: 1970,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 62,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 107,570 (year 2042),  Design Load: HS 20,  Features Intersected: CR-611 (49TH ST)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 17.820,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.8m (117.5ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.5 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150061,  Location: 100FT N OF 44TH AVE NORTH (Lat: 27.813011,  Lng: -82.679522),  Route carried "on" structure: US 19,  Year Built: 1952,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: H 15,  Features Intersected: JOES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.796,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 57.1 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: March 2020

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Structure Number: 150064,  Location: 0.8 MI E OF STARKEY ROAD (Lat: 27.839108,  Lng: -82.752053),  Route carried "on" structure: County highway 694,  Year Built: 1976,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 49,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 85,883 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.099,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 22.0m (72.2ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150071,  Location: 0.6 MI. S OF PARK BLVD. (Lat: 27.834194,  Lng: -82.754194),  Route carried "on" structure: County highway 695,  Year Built: 1966,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL,  Facility Carried by Structure: PARK ST NORTH NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.691,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150125,  Location: 1.25 MILES W OF I-275 (Lat: 27.839592,  Lng: -82.684011),  Route carried "on" structure: State highway 694,  Year Built: 1977,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 62,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 107,570 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: US-19 SR-55
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: 22.5m (73.8ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 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: Better than 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: 150139,  Location: 0.6 MI. S OF PARK BLVD. (Lat: 27.834028,  Lng: -82.754278),  Route carried "on" structure: County highway 695,  Year Built: 1976,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,290 (year 2042),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL,  Facility Carried by Structure: PARK ST NORTH SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 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 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: 150177,  Location: 0.6MI. N OF SR-694 (Lat: 27.848278,  Lng: -82.728667),  Route carried "on" structure: State highway 693,  Year Built: 1980,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 36,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,328 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 84TH AVE FLOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.337,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150217,  Location: 0.5MI. E OF US-19 (Lat: 27.846106,  Lng: -82.677203),  Route carried "on" structure: State highway 694,  Year Built: 1951,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 73,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 126,655 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SAWGRASS CREEK,  Facility Carried by Structure: GNDY BLVD&GRAND AV
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.146,  Lanes on structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.3m (138.8ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 54.1 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,  Underwater Inspection Frequency: Every 23 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021

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Structure Number: 150256,  Location: 1.2 MI. SOUTH OF SR-688 (Lat: 27.879028,  Lng: -82.712167),  Route carried "on" structure: US 19,  Year Built: 2009,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: 118TH AVENUE
Minimum Vertical Clearance: 5.47m (17.95ft),  Kilometerpoint: 19.961,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.0m (229.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.2 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: Equal to present desirable 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,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150257,  Location: 1.2 MI SOUTH OF SR-688 (Lat: 27.879025,  Lng: -82.711972),  Route carried "on" structure: US 19,  Year Built: 2008,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: 118TH AVENUE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 19.787,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.0m (229.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.2 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: Equal to present desirable 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,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150258,  Location: 1.75 MI SOUTH OF SR-688 (Lat: 27.871925,  Lng: -82.707133),  Route carried "on" structure: US 19,  Year Built: 2009,  Status: Open,  Structure Length: 15.99m (52.46ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: 110TH AVENUE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 19.034,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 69.8m (229.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.2 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: Equal to present desirable 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,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150259,  Location: 1.75 MI. SOUTH OF SR-688 (Lat: 27.871919,  Lng: -82.706914),  Route carried "on" structure: US 19,  Year Built: 2008,  Status: Open,  Structure Length: 15.99m (52.46ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: 110TH AVENUE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 18.931,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 69.8m (229.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.2 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: Equal to present desirable 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,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150265,  Location: 0.8 MI. W OF I-275 (Lat: 27.878783,  Lng: -82.678069),  Route carried "on" structure: State highway 686,  Year Built: 2010,  Status: Open,  Structure Length: 46.19m (151.54ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,278 (year 2042),  Design Load: HL 93,  Features Intersected: 34TH ST 118TH AV & RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.092,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.2 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150941,  Location: 0.2MI. NORTH OF 38TH AV N (Lat: 27.809061,  Lng: -82.679522),  Route carried "on" structure: US 19,  Year Built: 1952,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 65,930 (year 2042),  Design Load: H 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.336,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154009,  Location: 0.4MI E OF PASADENA AVE. (Lat: 27.762575,  Lng: -82.727292),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 468 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 812 (year 2042),  Design Load: HL 93,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: MANGO AVENUE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 15436,  Location: 0.1 MI. N OF 90TH AVE. (Lat: 27.855044,  Lng: -82.712464),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,192 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,538 (year 2042),  Features Intersected: REDHEAD CANAL,  Facility Carried by Structure: 58TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 62.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154361,  Location: 0.5 MI EAST OF BELCHER RD (Lat: 27.872081,  Lng: -82.737089),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 76,340 (year 2042),  Design Load: H 20,  Features Intersected: RED CREEK CANAL,  Facility Carried by Structure: BRYAN DAIRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 154365,  Location: 1.1MILES WEST OF US-19 (Lat: 27.872778,  Lng: -82.728972),  Route carried "on" structure: County highway 296,  Year Built: 2002,  Status: Open,  Structure Length: 16.09m (52.79ft),  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 76,340 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: 66TH STREET NORTH,  Facility Carried by Structure: BRYAN DAIRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.863,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 33.4m (109.6ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154367,  Location: 0.4MI WEST OF US-19 (Lat: 27.878253,  Lng: -82.718531),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 76,340 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: CROSS BAYOU CANAL,  Facility Carried by Structure: BRYAN DAIRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 154403,  Location: 200FT E OF 66TH ST N (Lat: 27.828228,  Lng: -82.727611),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,972 (year 2042),  Features Intersected: BONN CREEK,  Facility Carried by Structure: 62ND AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 154406,  Location: 0.2 MI N OF 62ND AVE. N (Lat: 27.833758,  Lng: -82.712383),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 13,900 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,117 (year 2042),  Features Intersected: DEEP CANAL,  Facility Carried by Structure: 58TH ST. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.065,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 155101,  Location: 0.5MI. WEST OF SR-693 (Lat: 27.875703,  Lng: -82.736314),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 1,358 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,356 (year 2042),  Design Load: HL 93,  Features Intersected: PINEBROOK CANAL,  Facility Carried by Structure: 114TH AVE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  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: May 2021

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Structure Number: 1567,  Location: 650FT. W OF 60TH STREET N (Lat: 27.853750,  Lng: -82.718019),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 1,506 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,613 (year 2042),  Features Intersected: REDHEAD CANAL,  Facility Carried by Structure: 90TH AVE. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156701,  Location: 0.1 MI. N OF 90TH AVE. N (Lat: 27.854800,  Lng: -82.716536),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 3,300 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,726 (year 2042),  Features Intersected: REDHEAD CANAL,  Facility Carried by Structure: 60TH STREET N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.108,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156702,  Location: 950FT. N OF 62ND AVE. N (Lat: 27.831403,  Lng: -82.720328),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 2,458 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,265 (year 2042),  Features Intersected: GOOSE CANAL,  Facility Carried by Structure: 62ND ST. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156703,  Location: 0.4Mi. W OF SR-693 (Lat: 27.879286,  Lng: -82.736053),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 5,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,022 (year 2042),  Features Intersected: SHADY CANAL,  Facility Carried by Structure: 118TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 156705,  Location: 300FT N OF 94TH AVE NORTH (Lat: 27.858286,  Lng: -82.712467),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,918 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,063 (year 2042),  Design Load: HS 20,  Features Intersected: CHANNEL #1,  Facility Carried by Structure: 58TH. ST. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 156706,  Location: 180FT. S OF GATEWAY CENTR (Lat: 27.850219,  Lng: -82.687858),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,276 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,214 (year 2042),  Design Load: HS 20,  Features Intersected: CHANNEL #2A,  Facility Carried by Structure: 40TH ST. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 156707,  Location: 300FT. W OF 58TH ST NORTH (Lat: 27.857383,  Lng: -82.713628),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 6,880 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,937 (year 2042),  Design Load: HS 20,  Features Intersected: CHANNEL #1,  Facility Carried by Structure: 94TH AVE. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 156708,  Location: 0.25 MI. S OF 70th AVE. (Lat: 27.831894,  Lng: -82.687819),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 175 (year 2042),  Design Load: HS 20,  Features Intersected: PPWMD 3,  Facility Carried by Structure: 40th ST N PK ENTR
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 156709,  Location: 0.25 MI. S OF 70TH AVE. (Lat: 27.831861,  Lng: -82.689583),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 175 (year 2042),  Design Load: HS 20,  Features Intersected: PPWMD CHANNEL 3,  Facility Carried by Structure: 41ST N PK ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 15671,  Location: 0.3 MI N OF 62ND AVE. (Lat: 27.832872,  Lng: -82.681664),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,735 (year 2042),  Design Load: HS 20,  Features Intersected: PPWMD CHANNEL 3,  Facility Carried by Structure: 35TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150055,  Location: 2MI N OF SR-694 (Lat: 27.862400,  Lng: -82.700242),  Route carried "under" structure: County highway 611,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 36,000 (year 2020),  Truck Traffic: 4%,  Features Intersected: CR-611 (49TH ST),  Facility Carried by Structure: US-19 (SR-55)
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 6.164,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 150125,  Location: 1.25 MILES W OF I-275 (Lat: 27.839592,  Lng: -82.684011),  Route carried "under" structure: US 19,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 52,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: US-19 SR-55,  Facility Carried by Structure: SR-694
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 14.843,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.3m (161.7ft)

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Structure Number: 150256,  Location: 1.2 MI. SOUTH OF SR-688 (Lat: 27.879028,  Lng: -82.712167),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 44,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: 118TH AVENUE,  Facility Carried by Structure: US-19 SB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 2.791,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.0m (229.7ft)

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Structure Number: 150256,  Location: 1.2 MI. SOUTH OF SR-688 (Lat: 27.879028,  Lng: -82.712167),  Route carried "under" structure: Ramp US 19,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 118TH AVENUE
Minimum Vertical Clearance: 6.61m (21.69ft),  Kilometerpoint: 19.980,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.0m (229.7ft)

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Structure Number: 150256,  Location: 1.2 MI. SOUTH OF SR-688 (Lat: 27.879028,  Lng: -82.712167),  Route carried "under" structure: Ramp US 19,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 118TH AVENUE
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 20.139,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.0m (229.7ft)

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Structure Number: 150257,  Location: 1.2 MI SOUTH OF SR-688 (Lat: 27.879025,  Lng: -82.711972),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 29,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 118TH AVENUE,  Facility Carried by Structure: US-19 NB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 2.791,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.0m (229.7ft)

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Structure Number: 150257,  Location: 1.2 MI SOUTH OF SR-688 (Lat: 27.879025,  Lng: -82.711972),  Route carried "under" structure: Ramp US 19,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 118TH AVENUE
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 19.795,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.0m (229.7ft)

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Structure Number: 150257,  Location: 1.2 MI SOUTH OF SR-688 (Lat: 27.879025,  Lng: -82.711972),  Route carried "under" structure: Ramp US 19,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 118TH AVENUE
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 20.109,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 70.0m (229.7ft)

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Structure Number: 150258,  Location: 1.75 MI SOUTH OF SR-688 (Lat: 27.871925,  Lng: -82.707133),  Route carried "under" structure: Ramp US 19,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 110TH AVENUE
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 19.177,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.8m (229.0ft)

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Structure Number: 150258,  Location: 1.75 MI SOUTH OF SR-688 (Lat: 27.871925,  Lng: -82.707133),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 2%,  Features Intersected: 110TH AVENUE,  Facility Carried by Structure: US-19 SB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.8m (229.0ft)

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Structure Number: 150258,  Location: 1.75 MI SOUTH OF SR-688 (Lat: 27.871925,  Lng: -82.707133),  Route carried "under" structure: Ramp US 19,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 110TH AVENUE
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 19.494,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.8m (229.0ft)

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Structure Number: 150259,  Location: 1.75 MI. SOUTH OF SR-688 (Lat: 27.871919,  Lng: -82.706914),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 2%,  Features Intersected: 110TH AVENUE,  Facility Carried by Structure: US-19 NB
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.8m (229.0ft)

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Structure Number: 150259,  Location: 1.75 MI. SOUTH OF SR-688 (Lat: 27.871919,  Lng: -82.706914),  Route carried "under" structure: Ramp US 19,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 110TH AVENUE
Minimum Vertical Clearance: 6.84m (22.44ft),  Kilometerpoint: 18.992,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.8m (229.0ft)

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Structure Number: 150259,  Location: 1.75 MI. SOUTH OF SR-688 (Lat: 27.871919,  Lng: -82.706914),  Route carried "under" structure: Ramp US 19,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 110TH AVENUE
Minimum Vertical Clearance: 6.34m (20.80ft),  Kilometerpoint: 19.286,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 69.8m (229.0ft)

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Structure Number: 150265,  Location: 0.8 MI. W OF I-275 (Lat: 27.878783,  Lng: -82.678069),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 4%,  Features Intersected: 34TH ST 118TH AV & RAMP,  Facility Carried by Structure: SR-686 WB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 150265,  Location: 0.8 MI. W OF I-275 (Lat: 27.878783,  Lng: -82.678069),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: 34TH ST 118TH AV & RAMP,  Facility Carried by Structure: SR-686 WB
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 2.132,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 150265,  Location: 0.8 MI. W OF I-275 (Lat: 27.878783,  Lng: -82.678069),  Route carried "under" structure: Ramp State highway 686,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 4,460 (year 2020),  Truck Traffic: 4%,  Features Intersected: 34TH ST 118TH AV & RAMP
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 154365,  Location: 1.1MILES WEST OF US-19 (Lat: 27.872778,  Lng: -82.728972),  Route carried "under" structure: State highway 693,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 34,500 (year 2020),  Truck Traffic: 4%,  Features Intersected: 66TH STREET NORTH,  Facility Carried by Structure: BRYAN DAIRY RD
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 8.044,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 85.3m (279.9ft)