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Bridge Statistics for St. Petersburg, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: St. Petersburg, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 300 Total length: 7,796 meters (25,577ft) Total costs: $1,779,000 Total average daily traffic: 6,310,584 Total average daily truck traffic: 352,002 National Bridge Inventory (NBI) Registered Bridges for St. Petersburg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 150132, Location: 0.7MI S/O I-175 (Lat: 27.760556, Lng: -82.671111), Route carried "on" structure: Interstate 275, Year Built: 1980, Status: Open, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 50,000 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 86,750 (year 2027), Design Load: HS 20+Mod, Features Intersected: 28TH STREET SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.678, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.1m (108.6ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15014, Location: I-175 W/O 16th St (Lat: 27.766944, Lng: -82.657222), Route carried "on" structure: Ramp Interstate 175, Year Built: 1978, Status: Open, Structure Length: 59.50m (195.21ft), Average Daily Traffic: 18,500 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 32,098 (year 2027), Design Load: HS 20+Mod, Features Intersected: 3rd,4th,5th Ave & 16 St Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 16, Length of Maximum Span: 57.7m (189.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to 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: November 2006, Critical Feature Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150143, Location: I-175 W/O 16th St (Lat: 27.766389, Lng: -82.657222), Route carried "on" structure: Ramp Interstate 175, Year Built: 1978, Status: Open, Structure Length: 46.77m (153.44ft), Average Daily Traffic: 18,500 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 32,098 (year 2027), Design Load: HS 20+Mod, Features Intersected: 16St S/4&5Av/I-275SBramp Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 15, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 55.6m (182.4ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150144, Location: 0.3MI E OF 16TH ST SOUTH (Lat: 27.766944, Lng: -82.648889), Route carried "on" structure: Interstate 175, Year Built: 1976, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 31,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 53,785 (year 2028), Design Load: HS 20+Mod, Features Intersected: BOOKER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.951, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 60.8m (199.5ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.9m (9.5ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 95.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.4 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: November 2006 Find on map >>
Structure Number: 150145, Location: 1 mi. East of I-275 (Lat: 27.776944, Lng: -82.646667), Route carried "on" structure: Interstate 375, Year Built: 1979, Status: Open, Structure Length: 25.45m (83.50ft), Average Daily Traffic: 8,400 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 14,574 (year 2028), Design Load: HS 20+Mod, Features Intersected: 8th & 9th St & I-375ramp Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.447, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.2 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150146, Location: 1mi East of I-275 (Lat: 27.776667, Lng: -82.646667), Route carried "on" structure: Interstate 375, Year Built: 1979, Status: Open, Structure Length: 26.48m (86.88ft), Average Daily Traffic: 8,400 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 14,574 (year 2028), Design Load: HS 20+Mod, Features Intersected: 8th & 9th St & I-375ramp Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.447, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150149, Location: 2.6 MI N/O SR 682 (Lat: 27.758333, Lng: -82.675278), Route carried "on" structure: Interstate 275, Year Built: 1980, Status: Open, Structure Length: 23.29m (76.41ft), Average Daily Traffic: 46,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 80,244 (year 2027), Design Load: HS 20+Mod, Features Intersected: 31ST ST SO. & RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.094, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 71.0m (232.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15015, Location: 1MI N/O SR682 (Lat: 27.733889, Lng: -82.676389), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: 38TH AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.456, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150151, Location: 1MI N/O SR682 (Lat: 27.733889, Lng: -82.676389), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 4.58m (15.03ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: 38TH AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.459, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150152, Location: 1.8MI N/O SR 682 (Lat: 27.744444, Lng: -82.677222), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: 26TH AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.681, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.2 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, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150153, Location: 1.8MI N/O SR 682 (Lat: 27.744444, Lng: -82.677222), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 5.13m (16.83ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: 26TH AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.682, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150154, Location: 2 MILES NORTH OF SR 682 (Lat: 27.748472, Lng: -82.677472), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 6.21m (20.37ft), Average Daily Traffic: 41,750 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 72,436 (year 2027), Design Load: HS 20+Mod, Features Intersected: 22ND AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.078, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150155, Location: 2.0 MILES N/O SR 682 (Lat: 27.748056, Lng: -82.677222), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 5.99m (19.65ft), Average Daily Traffic: 41,750 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 72,436 (year 2027), Design Load: HS 20+Mod, Features Intersected: 22ND AVE. SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.080, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150156, Location: 2.3MI NORTH OF SR 682 (Lat: 27.751778, Lng: -82.677278), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 46,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 80,244 (year 2027), Design Load: HS 20+Mod, Features Intersected: 18TH AVE. SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.485, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.9m (91.5ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150157, Location: 2.3MI NORTH OF SR 682 (Lat: 27.751778, Lng: -82.677278), Route carried "on" structure: Interstate 275, Year Built: 1982, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 46,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 80,244 (year 2027), Design Load: HS 20+Mod, Features Intersected: 18TH AVE. SOUTH Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 4.487, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.9m (91.5ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150158, Location: 0.19 MI E OF I275 (Lat: 27.776667, Lng: -82.655556), Route carried "on" structure: Interstate 375, Year Built: 1977, Status: Open, Structure Length: 33.56m (110.10ft), Average Daily Traffic: 13,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 22,555 (year 2028), Design Load: HS 20+Mod, Features Intersected: CSX RR 15TH &16TH STREET Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 0.465, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150159, Location: 0.2 MI EAST OF I-275 (Lat: 27.777222, Lng: -82.655278), Route carried "on" structure: Interstate 375, Year Built: 1977, Status: Open, Structure Length: 32.34m (106.10ft), Average Daily Traffic: 13,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 22,555 (year 2028), Design Load: HS 20+Mod, Features Intersected: CSX RR 15TH & 16TH ST Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.502, Lanes on structure: 3, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $5,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150168, Location: 0.3MI WEST OF SR 687 (Lat: 27.766111, Lng: -82.641389), Route carried "on" structure: Interstate 175, Year Built: 1979, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 9,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 17,177 (year 2028), Design Load: HS 20+Mod, Features Intersected: 6TH STREET SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.720, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.8 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 150169, Location: 0.3MI WEST OF SR 687 (Lat: 27.766111, Lng: -82.641389), Route carried "on" structure: Interstate 175, Year Built: 1979, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 9,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 17,177 (year 2028), Design Load: HS 20+Mod, Features Intersected: 6TH STREET SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.720, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 15017, Location: 0.5MI SOUTH OF SR595 (Lat: 27.766111, Lng: -82.644722), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 5.34m (17.52ft), Average Daily Traffic: 5,010 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 7,762 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-175, Facility Carried by Structure: 8TH STREET SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 150171, Location: 0.4 mi S/O I-375 (Lat: 27.766111, Lng: -82.646667), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 10,000 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 17,350 (year 2024), Design Load: HS 20+Mod, Features Intersected: I-175, Facility Carried by Structure: 9th St South Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.057, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.4m (86.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150174, Location: 2.6 MI N/O OF SR 682 (Lat: 27.757778, Lng: -82.675278), Route carried "on" structure: Interstate 275, Year Built: 1980, Status: Open, Structure Length: 7.81m (25.62ft), Average Daily Traffic: 46,250 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 80,244 (year 2027), Design Load: HS 20+Mod, Features Intersected: 31ST STREET SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.158, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.9m (127.6ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150175, Location: 0.7 mi. S/O SR 682 (Lat: 27.709167, Lng: -82.679722), Route carried "on" structure: Ramp US 19, Year Built: 1987, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 8,400 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 14,574 (year 2028), Design Load: HS 20+Mod, Features Intersected: PINELLAS POINT DR SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.0 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: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150176, Location: 0.5 MILE S/O SR 679 (Lat: 27.708944, Lng: -82.679167), Route carried "on" structure: Interstate 275, Year Built: 1987, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 51,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 89,353 (year 2027), Design Load: HS 20+Mod, Features Intersected: PINELLAS POINT DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.792, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.2m (92.5ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.8m (120.7ft), Curb-To-Curb Width: 27.9m (91.5ft), Out-to-Out Width: 29.6m (97.1ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150178, Location: .4MI N/O SR679 (54 AV S) (Lat: 27.725833, Lng: -82.678056), Route carried "on" structure: Interstate 275, Year Built: 1984, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150179, Location: .4MI N/O SR679 (54 AV. S) (Lat: 27.725833, Lng: -82.677222), Route carried "on" structure: Interstate 275, Year Built: 1984, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.585, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15018, Location: .4MI N/O SR679 (54 AVE S) (Lat: 27.725833, Lng: -82.678056), Route carried "on" structure: Ramp Interstate 275, Year Built: 1984, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 7,000 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 12,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.101, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150181, Location: 0.4MI SOUTH OF SR 679 (Lat: 27.713694, Lng: -82.679583), Route carried "on" structure: Interstate 275, Year Built: 1987, Status: Open, Structure Length: 11.76m (38.58ft), Average Daily Traffic: 8,400 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 14,574 (year 2027), Design Load: HS 20+Mod, Features Intersected: FRENCHMENS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.568, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 7.6m (24.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.7m (81.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150182, Location: 0.3 MILE SOUTH OF SR 679 (Lat: 27.713694, Lng: -82.679278), Route carried "on" structure: Interstate 275, Year Built: 1987, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 22,250 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 38,604 (year 2027), Design Load: HS 20+Mod, Features Intersected: FRENCHMENS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.296, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 7.6m (24.9ft)), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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, Waterway Adequacy: Superior 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: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150183, Location: 264FT. E/O US19 (Lat: 27.719361, Lng: -82.677583), Route carried "on" structure: Interstate 275, Year Built: 1984, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: 54TH AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.810, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.9m (117.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150184, Location: 270FT. E/O US19 (Lat: 27.719192, Lng: -82.678556), Route carried "on" structure: Interstate 275, Year Built: 1984, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: 54TH AVENUE SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150185, Location: 1.5 MI S/O OF 26TH AVE S (Lat: 27.722639, Lng: -82.677472), Route carried "on" structure: Interstate 275, Year Built: 1983, Status: Open, Structure Length: 11.97m (39.27ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 69,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: I275SB & RAMP TO 54 AV S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.168, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 59.9m (196.5ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150186, Location: INTERSECT I275 US19 SR679 (Lat: 27.718694, Lng: -82.678889), Route carried "on" structure: Ramp Interstate 275, Year Built: 1984, Status: Open, Structure Length: 39.16m (128.48ft), Average Daily Traffic: 15,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,493 (year 2027), Design Load: HS 20+Mod, Features Intersected: US19 SR 55 SR 679 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.687, Lanes on structure: 1, Lanes under structure: 16, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 68.7m (225.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.86m (12.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $6,000, Total Project Cost: $66,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150187, Location: INTERSECT US 19 54TH AVE (Lat: 27.718128, Lng: -82.680833), Route carried "on" structure: Ramp State highway 682, Year Built: 1984, Status: Open, Structure Length: 30.66m (100.59ft), Average Daily Traffic: 17,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 20,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: US 19 SR 55 54TH AVE SO, Facility Carried by Structure: SR679EBTO I 275NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.151, Lanes on structure: 2, Lanes under structure: 14, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 68.1m (223.4ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $55,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150189, Location: 5.5MI N OF US 41 (Lat: 27.620361, Lng: -82.655611), Route carried "on" structure: Interstate 275, Year Built: 1986, Status: Open, Structure Length: 666.81m (2187.70ft), Average Daily Traffic: 50,500 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 87,618 (year 2027), Design Load: HS 20+Mod, Features Intersected: TAMPA BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Highway Agency, Approaching Roadway Width: 30.7m (100.7ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 53.3m (174.9ft), Horizontal Clearance: 304.8m (1,000.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 166, Length of Maximum Span: 365.8m (1,200.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 666.80m (2187.66ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2006, Underwater Inspection Date: September 2006, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $1,100,000, Roadway Improvement Cost: $110,000, Total Project Cost: $1,210,000, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 15019, Location: 0.2 MILE SOUTH OF SR 679 (Lat: 27.716194, Lng: -82.679472), Route carried "on" structure: Interstate 275, Year Built: 1987, Status: Open, Structure Length: 19.90m (65.29ft), Average Daily Traffic: 22,250 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 38,604 (year 2027), Design Load: HS 20+Mod, Features Intersected: I 275 NB & US 19 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.519, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 69.8m (229.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1502, Location: 1.5 mi. WEST OF US 19 (Lat: 27.714861, Lng: -82.707639), Route carried "on" structure: State highway 682, Year Built: 1985, Status: Open, Structure Length: 16.56m (54.33ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,025 (year 2028), Design Load: HS 20, Features Intersected: BOCA CIEGA BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.075, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.2 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: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2007, Underwater Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150201, Location: 1.2 mi. WEST OF US 19 (Lat: 27.717222, Lng: -82.698889), Route carried "on" structure: State highway 682, Year Built: 1986, Status: Open, Structure Length: 14.53m (47.67ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,025 (year 2028), Design Load: HS 20, Features Intersected: BOCA CIEGA BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 5.4m (17.7ft), Horizontal Clearance: 18.7m (61.4ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 20.9m (68.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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 2007, Underwater Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150207, Location: 0.5 MI S/O SR 688 (Lat: 27.886389, Lng: -82.716944), Route carried "on" structure: US 19, Year Built: 1990, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 50,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 87,618 (year 2028), Design Load: HS 20+Mod, Features Intersected: 126TH AVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.960, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.9m (111.2ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.9m (124.3ft), Curb-To-Curb Width: 33.9m (111.2ft), Out-to-Out Width: 35.5m (116.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150208, Location: 0.7 mi. S/O SR 688 (Lat: 27.882778, Lng: -82.714444), Route carried "on" structure: US 19, Year Built: 1990, Status: Open, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 66,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 114,510 (year 2028), Design Load: HS 20+Mod, Features Intersected: CROSS BAYOU CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.511, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.5m (132.9ft), Skew: 32 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 40.5m (132.9ft), Out-to-Out Width: 60.9m (199.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 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, Deck Geometry: Superior to present desirable 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 150211, Location: 1.4MI N/O SUNSHINE SKYWAY (Lat: 27.659722, Lng: -82.677222), Route carried "on" structure: Interstate 275, Year Built: 1991, Status: Open, Structure Length: 47.80m (156.82ft), Average Daily Traffic: 26,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 45,110 (year 2027), Design Load: HS 20+Mod, Features Intersected: Bunces Pass Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.093, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 15.2m (49.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 51.0m (167.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, 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: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 150213, Location: 1.7MI SOUTH OF SR-682 (Lat: 27.688667, Lng: -82.678722), Route carried "on" structure: Interstate 275, Year Built: 1994, Status: Open, Structure Length: 86.68m (284.38ft), Average Daily Traffic: 26,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 45,110 (year 2028), Design Load: HS 20+Mod, Features Intersected: TAMPA BAY MAXIMO POINT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.331, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 25, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 150214, Location: 1.7 MI SOUTH OF SR-682 (Lat: 27.688667, Lng: -82.678722), Route carried "on" structure: Interstate 275, Year Built: 1992, Status: Open, Structure Length: 86.68m (284.38ft), Average Daily Traffic: 26,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 45,110 (year 2027), Design Load: HS 20+Mod, Features Intersected: TAMPA BAY MAXIMO POINT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.331, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 25, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 3.4m (11.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 73.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 150237, Location: INTERSECTION OF 118 AVE (Lat: 27.878739, Lng: -82.675681), Route carried "on" structure: Ramp County highway 296, Year Built: 2002, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 23,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 32,300 (year 2027), Design Load: HS 20+Mod, Features Intersected: REFUSE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.6m (77.4ft), 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: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007 Find on map >>
Structure Number: 150238, Location: 0.3 mi. EAST OF 118TH AVE (Lat: 27.877125, Lng: -82.671756), Route carried "on" structure: County highway 296, Year Built: 2002, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 23,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 32,300 (year 2027), Design Load: HS 20+Mod, Features Intersected: 28TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.1m (62.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150239, Location: 0.3 mi EAST OF 118TH AVE (Lat: 27.877272, Lng: -82.671619), Route carried "on" structure: County highway 296, Year Built: 2002, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 23,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 32,300 (year 2027), Design Load: HS 20+Mod, Features Intersected: 28TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Florida forum Back to: St. Petersburg, FL, Florida, All US cities.
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