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

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Structure Number: 150061,  Location: 100ft. N/O 44TH AVE NORTH (Lat: 27.813667,  Lng: -82.679500),  Route carried "on" structure: US 19,  Year Built: 1952,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 40,500 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 70,268 (year 2032),  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: 25.9m (85.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 95.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10

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Structure Number: 150064,  Location: 0.8 MI E OF STARKEY ROAD (Lat: 27.839306,  Lng: -82.752222),  Route carried "on" structure: County highway 694,  Year Built: 1976,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 38,600 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 48,250 (year 2033),  Design Load: HS 20,  Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  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: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Underwater Inspection Date: November 11,  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: 27.833333,  Lng: -82.753889),  Route carried "on" structure: County highway 695,  Year Built: 1966,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 16,500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,625 (year 2032),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL,  Facility Carried by Structure: PARK ST. N. (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  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: 9.0m (29.5ft),  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: High priority of corrective action,  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 11,  Underwater Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150125,  Location: 1.25 MILES W OF I-275 (Lat: 27.839444,  Lng: -82.683889),  Route carried "on" structure: State highway 694,  Year Built: 1977,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 110,173 (year 2032),  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: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150139,  Location: 0.6 MI. S OF PARK BLVD. (Lat: 27.834428,  Lng: -82.754028),  Route carried "on" structure: County highway 695,  Year Built: 1976,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 16,500 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,625 (year 2032),  Design Load: HS 20,  Features Intersected: CROSS BAYOU CANAL,  Facility Carried by Structure: PARK ST. N. (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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 11,  Underwater Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150177,  Location: 0.6 mi. N/O SR 694 (Lat: 27.848358,  Lng: -82.728528),  Route carried "on" structure: State highway 693,  Year Built: 1980,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 34,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 59,858 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: 84TH AVE FLOOD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.066,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 20 degrees,  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  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: 27.846111,  Lng: -82.676389),  Route carried "on" structure: State highway 694,  Year Built: 1951,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 63,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 110,173 (year 2032),  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: Satisfactory,  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11

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Structure Number: 150256,  Location: 1.2 Mi. South of SR-688 (Lat: 27.879053,  Lng: -82.711917),  Route carried "on" structure: US 19,  Year Built: 2009,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 31,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,653 (year 2031),  Design Load: HS 20,  Features Intersected: 118th Ave
Minimum Vertical Clearance: 30.45m (99.90ft),  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: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Critical Feature Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150257,  Location: 1.2 Mi. South of SR-688 (Lat: 27.879058,  Lng: -82.711944),  Route carried "on" structure: US 19,  Year Built: 2008,  Status: Open,  Structure Length: 16.00m (52.49ft),  Average Daily Traffic: 31,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,653 (year 2031),  Design Load: HS 20,  Features Intersected: 118th Avenue
Minimum Vertical Clearance: 30.45m (99.90ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Critical Feature Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150258,  Location: 1.75 MI South of SR-688 (Lat: 27.871944,  Lng: -82.707028),  Route carried "on" structure: US 19,  Year Built: 2009,  Status: Open,  Structure Length: 15.99m (52.46ft),  Average Daily Traffic: 31,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,653 (year 2031),  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: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Critical Feature Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150259,  Location: 1.75 mi. South of SR-688 (Lat: 27.871944,  Lng: -82.706944),  Route carried "on" structure: US 19,  Year Built: 2008,  Status: Open,  Structure Length: 15.99m (52.46ft),  Average Daily Traffic: 31,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,653 (year 2031),  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: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Critical Feature Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 150265,  Location: 0.8 mi. W/O I-275 (Lat: 27.878722,  Lng: -82.677528),  Route carried "on" structure: Ramp State highway 686,  Year Built: 2010,  Status: Open,  Structure Length: 46.20m (151.57ft),  Average Daily Traffic: 17,750 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,796 (year 2030),  Features Intersected: 34th St. N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 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: 12.8m (42.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very 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: 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: December 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 150941,  Location: 0.2 mi. N/O 38th AVE N (Lat: 27.809139,  Lng: -82.679472),  Route carried "on" structure: US 19,  Year Built: 1952,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.53m (21.42ft),  Average Daily Traffic: 40,500 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 70,268 (year 2032),  Design Load: H 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.320,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  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: 23.8m (78.1ft),  Out-to-Out Width: 26.1m (85.6ft)

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 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154009,  Location: 0.4 mi. E/O Pasadena Ave (Lat: 27.762803,  Lng: -82.727528),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 468 (year 2010),  Average Future Daily Traffic: 492 (year 2030),  Features Intersected: Bear Creek,  Facility Carried by Structure: Mango Ave.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 15436,  Location: 0.1 mi. N of 90TH AVE. (Lat: 27.855056,  Lng: -82.712417),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,192 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,990 (year 2029),  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: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  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,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  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: 27.872222,  Lng: -82.737056),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 47,400 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 59,250 (year 2031),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11

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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: 30,700 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 38,375 (year 2033),  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,  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: Very 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: Equal to present desirable 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 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 154403,  Location: 0.6Mi. E OF 66TH ST N (Lat: 27.828306,  Lng: -82.727500),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 8,200 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,250 (year 2033),  Features Intersected: BONN CREEK,  Facility Carried by Structure: 62ND AVE NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Skew: 4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11

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Structure Number: 154406,  Location: 0.2 MI N OF 62nd Ave. N (Lat: 27.833497,  Lng: -82.712408),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,305 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,881 (year 2031),  Features Intersected: DEEP CANAL,  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: 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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 154548,  Location: 0.3Mi. S. Of 54th AVE. (Lat: 27.816583,  Lng: -82.683389),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 800 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,000 (year 2031),  Design Load: HS 20,  Features Intersected: JOES CREEK,  Facility Carried by Structure: 37th STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11

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Structure Number: 155101,  Location: 0.5 mi. W OF SR-693 (Lat: 27.875719,  Lng: -82.736189),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 1,358 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,628 (year 2031),  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: 7.0m (23.0ft),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Underwater Inspection Date: June 11

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Structure Number: 1567,  Location: 650ft. W OF 60TH STREET N (Lat: 27.853844,  Lng: -82.718056),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 1,506 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,882 (year 2031),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156701,  Location: 0.1 MI. N OF 90TH AVE. N. (Lat: 27.854833,  Lng: -82.716553),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 4,608 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,760 (year 2031),  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: 0.6m (2.0ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156702,  Location: 950ft. N OF 62ND AVE N. (Lat: 27.831389,  Lng: -82.720278),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 2,458 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,072 (year 2031),  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: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 156703,  Location: 0.4 Mi. W OF SR-693 (Lat: 27.879192,  Lng: -82.736147),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 5,200 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,746 (year 2031),  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: Good,  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 11

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Structure Number: 156704,  Location: 135 ft N OF 97TH TERR. N. (Lat: 27.860667,  Lng: -82.708333),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 505 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 631 (year 2031),  Design Load: HS 20,  Features Intersected: CHANNEL #1,  Facility Carried by Structure: 55TH 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: 6.8m (22.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11

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Structure Number: 156705,  Location: 300ft N OF 94TH AVE NORTH (Lat: 27.858333,  Lng: -82.712389),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 2,918 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,648 (year 2031),  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: Good,  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11

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Structure Number: 156706,  Location: 180FT. S OF GATEWAY CENTR (Lat: 27.850250,  Lng: -82.687944),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,276 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,595 (year 2031),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11

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Structure Number: 156707,  Location: 300ft. W OF 58TH ST NORTH (Lat: 27.857500,  Lng: -82.713667),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 6,880 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,600 (year 2031),  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: 13.1m (43.0ft),  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: Good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11

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Structure Number: 156708,  Location: 0.25 mi. S of 70th AVE. (Lat: 27.831944,  Lng: -82.687750),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 101 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2029),  Design Load: HS 20,  Features Intersected: PPWMD 3,  Facility Carried by Structure: 40th ST. N PK ENT
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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  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: Better than present minimum criteria,  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 11,  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: 27.831944,  Lng: -82.689444),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 101 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2029),  Design Load: HS 20,  Features Intersected: PPWMD CHANNEL 3,  Facility Carried by Structure: 41st PARK 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: Equal to present desirable criteria,  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 11,  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: 27.832778,  Lng: -82.681775),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 1,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2031),  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: 7.6m (24.9ft),  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: Very good,  Channel: Very good,  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 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 150125,  Location: 1.25 MILES W OF I-275 (Lat: 27.839444,  Lng: -82.683889),  Route carried "under" structure: US 19,  Year Built: 1977,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 59,500 (year 2010),  Truck Traffic: 3%,  Features Intersected: US-19 SR-55,  Facility Carried by Structure: SR-694
Minimum Vertical Clearance: 4.94m (16.21ft),  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: 150265,  Location: 0.8 mi. W/O I-275 (Lat: 27.878722,  Lng: -82.677528),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 46.20m (151.57ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 3%,  Features Intersected: 34th St. N,  Facility Carried by Structure: SR 686 WB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  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: 16.09m (52.79ft),  Average Daily Traffic: 42,150 (year 2011),  Truck Traffic: 10%,  Features Intersected: 66TH STREET NORTH,  Facility Carried by Structure: BRYAN DAIRY RD
Minimum Vertical Clearance: 6.49m (21.29ft),  Kilometerpoint: 16.684,  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)