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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: 150014, Location: 0.25 mi. S/O I-275 (Lat: 27.894722, Lng: -82.638611), Route carried "on" structure: State highway 687, Year Built: 1959, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 10,900 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 18,912 (year 2028), Design Load: HS 20, Features Intersected: BIG ISLAND GAP Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 8.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150022, Location: .12 MI N/O 18TH AVE SOUTH (Lat: 27.753056, Lng: -82.638611), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 9,600 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 12,000 (year 2027), Design Load: H 15, Features Intersected: SALT CREEK, Facility Carried by Structure: 4TH ST SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.5m (80.4ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 75.7 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: May 2007, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 150023, Location: 300FT N/O 13TH AVE. S. (Lat: 27.758333, Lng: -82.638333), Route carried "on" structure: City street , Year Built: 1926, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 17,280 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 20,736 (year 2027), Design Load: H 20, Features Intersected: BOOKER CREEK, Facility Carried by Structure: 4TH ST SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: May 2007, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 150024, Location: 20 ft. N/O 78th Ave N (Lat: 27.843611, Lng: -82.639167), Route carried "on" structure: US 92, Year Built: 1950, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 35,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 61,593 (year 2028), Design Load: H 15, Features Intersected: TURNER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.671, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.1m (85.6ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: April 2007 Find on map >>
Structure Number: 150025, Location: 500 ft. S/O SR 694 GANDY (Lat: 27.861111, Lng: -82.638333), Route carried "on" structure: US 92, Year Built: 1950, Year Reconstructed: 1963, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 35,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 61,593 (year 2028), Design Load: H 20, Features Intersected: TINNEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.670, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: April 2007 Find on map >>
Structure Number: 150038, Location: 1.4MI N/O SUNSHINE SKYWAY (Lat: 27.659722, Lng: -82.677222), Route carried "on" structure: Interstate 275, Year Built: 1968, Year Reconstructed: 1990, Status: Open, Structure Length: 46.71m (153.25ft), Average Daily Traffic: 26,000 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 45,110 (year 2027), Design Load: H 20, Features Intersected: BUNCES PASS Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 9.093, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Navigation Control: Yes ( Vertical Clearance: 5.7m (18.7ft), Horizontal Clearance: 17.2m (56.4ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 40, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 46.40m (152.23ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $40,000, Total Project Cost: $375,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150042, Location: 0.7 MI NORTHWEST OF SR693 (Lat: 27.799722, Lng: -82.737083), Route carried "on" structure: Alternate US 19A, Year Built: 1957, Status: Open, Structure Length: 16.58m (54.40ft), Average Daily Traffic: 37,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 64,195 (year 2028), Design Load: H 20, Features Intersected: PINELLAS TRAIL, Facility Carried by Structure: ALT US 19 (SR 595) Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 10.855, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2006, Critical Feature Inspection Date: March 2007, Other Special Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150047, Location: At 54th Ave. N (Lat: 27.821389, Lng: -82.638333), Route carried "on" structure: US 92, Year Built: 1937, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 61,593 (year 2028), Design Load: H 15, Features Intersected: PLACIDO BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.878, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: April 2007, Underwater Inspection Date: April 2007 Find on map >>
Structure Number: 150049, Location: 1.2 MI SOUTH OF SR 682 (Lat: 27.695556, Lng: -82.716667), Route carried "on" structure: State highway 679, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 42.23m (138.55ft), Average Daily Traffic: 15,400 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 26,719 (year 2027), Design Load: HS 20, Features Intersected: BOCA CIEGA BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.641, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 22, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2006, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: June 2006, Other Special Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150052, Location: 1.2 mi. WEST OF US 19 (Lat: 27.717500, Lng: -82.699283), Route carried "on" structure: State highway 682, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 19.70m (64.63ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 26,025 (year 2028), Design Load: H 20, Features Intersected: BOCA CIEGA BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.957, Lanes on structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Navigation Control: Yes ( Vertical Clearance: 5.4m (17.7ft), Horizontal Clearance: 21.0m (68.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 22.0m (72.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 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: 150055, Location: 2 mi. N/O SR 694 (Lat: 27.862500, Lng: -82.700000), Route carried "on" structure: US 19, Year Built: 1970, Year Reconstructed: 1987, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 66,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 114,510 (year 2028), Design Load: HS 20, Features Intersected: CR 611 (49th St.) Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 17.819, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.9m (124.3ft), Skew: 25 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 35.5m (116.5ft), Out-to-Out Width: 36.6m (120.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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: 150072, Location: 1 mi. NORTH OF A19 (Lat: 27.805369, Lng: -82.728892), Route carried "on" structure: State highway 693, Year Built: 1966, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 39,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 68,533 (year 2028), Design Load: HS 20+Mod, Features Intersected: LELLMANS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.921, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft) Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 58.1 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: November 2007 Find on map >>
Structure Number: 150075, Location: I-275/ ROOSEVELT BLVD (Lat: 27.878053, Lng: -82.658272), Route carried "on" structure: Ramp Interstate 275, Year Built: 1970, Status: Open, Structure Length: 8.67m (28.44ft), Average Daily Traffic: 16,000 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 22,500 (year 2021), Design Load: HS 20+Mod, Features Intersected: SR 686 ROOSEVELT BLVD, Facility Carried by Structure: RAMP A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.208, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150088, Location: 1.5 mi. NORTH OF SR 595 (Lat: 27.799350, Lng: -82.663014), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 5.34m (17.52ft), Average Daily Traffic: 72,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 125,788 (year 2028), Design Load: HS 20+Mod, Features Intersected: 30TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.947, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: 150089, Location: 1.5 mi. NORTH OF SR 595 (Lat: 27.799308, Lng: -82.662408), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 72,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 125,788 (year 2028), Design Load: HS 20+Mod, Features Intersected: 30TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.947, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15009, Location: 4.2 mi. S. OF GANDY BLVD (Lat: 27.792422, Lng: -82.660803), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: 22ND AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.102, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150091, Location: 4.2 mi. S. OF GANDY BLVD (Lat: 27.792222, Lng: -82.660556), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: 22ND AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.102, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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, 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: 150092, Location: 3 mi. S. OF GANDY BLVD (Lat: 27.806667, Lng: -82.662444), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 72,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 125,788 (year 2028), Design Load: HS 20+Mod, Features Intersected: 38TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.764, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150093, Location: 3 mi. S. OF GANDY BLVD (Lat: 27.806667, Lng: -82.662444), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 72,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 125,788 (year 2028), Design Load: HS 20+Mod, Features Intersected: 38TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.750, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150094, Location: 2.3 mi. S OF GANDY BLVD (Lat: 27.817583, Lng: -82.664722), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 81,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 140,535 (year 2028), Design Load: HS 20+Mod, Features Intersected: 50TH AVE N CR 689 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.018, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior 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: 150095, Location: 2.3 mi. S OF GANDY BLVD (Lat: 27.817583, Lng: -82.664722), Route carried "on" structure: Interstate 275, Year Built: 1974, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 81,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 140,535 (year 2028), Design Load: HS 20+Mod, Features Intersected: 50TH AVE N CR 689 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.018, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior 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: 150096, Location: 2.1MI S OF SR 694 (Lat: 27.820800, Lng: -82.664947), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 9.07m (29.76ft), Average Daily Traffic: 116,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 202,128 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-275, Facility Carried by Structure: 54TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 29.1m (95.5ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.6m (77.4ft), Out-to-Out Width: 38.9m (127.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150097, Location: 1.7 mi. S/O GANDY BLVD (Lat: 27.828111, Lng: -82.666861), Route carried "on" structure: Interstate 275, Year Built: 1972, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 68,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 117,980 (year 2028), Features Intersected: 62ND AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.246, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 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, Underclear: Better than 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150098, Location: 1.7 mi. S/O GANDY BLVD (Lat: 27.828028, Lng: -82.666417), Route carried "on" structure: Interstate 275, Year Built: 1972, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 68,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 117,980 (year 2028), Features Intersected: 62ND AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.246, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 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, Underclear: Better than 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150099, Location: 2 mi. S/O SR 686 (Lat: 27.851111, Lng: -82.663889), Route carried "on" structure: Ramp State highway 694, Year Built: 1971, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 8,500 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 12,394 (year 2021), Design Load: HS 20+Mod, Features Intersected: I-275 Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.357, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 1501, Location: 2 mi. SOUTH OF SR 686 (Lat: 27.852172, Lng: -82.664183), Route carried "on" structure: Interstate 275, Year Built: 1971, Status: Open, Structure Length: 9.59m (31.46ft), Average Daily Traffic: 68,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 117,980 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 694 GANDY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.932, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150101, Location: 2 mi. SOUTH OF SR 686 (Lat: 27.852447, Lng: -82.663819), Route carried "on" structure: Interstate 275, Year Built: 1971, Status: Open, Structure Length: 9.59m (31.46ft), Average Daily Traffic: 68,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 117,980 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 694 GANDY BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.942, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.2 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, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150102, Location: I-275 AND SR 686 (Lat: 27.878731, Lng: -82.659217), Route carried "on" structure: Interstate 275, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 59,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 102,799 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 686 ROOSEVELT BLVD. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 20.046, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150103, Location: I-275 AND SR 686 (Lat: 27.878764, Lng: -82.659139), Route carried "on" structure: Interstate 275, Year Built: 1970, Year Reconstructed: 2001, Status: Open, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 59,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 102,799 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 686 ROOSEVELT BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.046, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150104, Location: I-275 AT SR 686 (Lat: 27.879650, Lng: -82.657700), Route carried "on" structure: Ramp Interstate 275, Year Built: 1970, Status: Open, Structure Length: 14.74m (48.36ft), Average Daily Traffic: 18,000 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 22,500 (year 2021), Design Load: HS 20+Mod, Features Intersected: I-275 SR 93, Facility Carried by Structure: RAMP A Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.396, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150108, Location: 0.25 mi. S/O I-275 (Lat: 27.894722, Lng: -82.638611), Route carried "on" structure: State highway 687, Year Built: 1959, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 10,900 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 18,912 (year 2028), Design Load: HS 20, Features Intersected: BIG ISLAND GAP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150109, Location: 2 mi S/O SR 686 (Lat: 27.853333, Lng: -82.661944), Route carried "on" structure: Ramp State highway 694, Year Built: 1972, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 8,500 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 13,169 (year 2021), Design Load: HS 20+Mod, Features Intersected: SR 694 GANDY BLVD, Facility Carried by Structure: RAMP B Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.748, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150114, Location: 3.4 MILE EAST OF US 19 (Lat: 27.893333, Lng: -82.673333), Route carried "on" structure: Ramp State highway 686, Year Built: 1975, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 42,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 73,738 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR-688/ULMERTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.657, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.3m (99.4ft), 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: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150115, Location: 0.3 mi. S/O 22nd Ave N (Lat: 27.786714, Lng: -82.661142), Route carried "on" structure: Interstate 275, Year Built: 1975, Status: Open, Structure Length: 14.06m (46.13ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.468, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150116, Location: 0.3 mi. S/O 22nd Ave N (Lat: 27.786386, Lng: -82.660894), Route carried "on" structure: Interstate 275, Year Built: 1975, Status: Open, Structure Length: 14.06m (46.13ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.431, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150117, Location: 0.3 mi. N/O SR595 5TH AV (Lat: 27.784667, Lng: -82.662028), Route carried "on" structure: Interstate 275, Year Built: 1975, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: 13TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.289, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150118, Location: 0.3 mi. N/O SR595 5TH AV (Lat: 27.784639, Lng: -82.661083), Route carried "on" structure: Interstate 275, Year Built: 1975, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: 13TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.284, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150119, Location: 0.2 mi N/O SR595 5TH AV N (Lat: 27.780978, Lng: -82.660608), Route carried "on" structure: Interstate 275, Year Built: 1975, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: 9TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.880, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 15012, Location: 0.2 mi N/O SR595 5TH AV N (Lat: 27.781081, Lng: -82.660708), Route carried "on" structure: Interstate 275, Year Built: 1975, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 73,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 126,655 (year 2028), Design Load: HS 20+Mod, Features Intersected: 9TH AVENUE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.879, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150121, Location: 3.9 MI NORTH OF SR 682 (Lat: 27.766389, Lng: -82.658889), Route carried "on" structure: Interstate 275, Year Built: 1980, Status: Open, Structure Length: 132.90m (436.02ft), Average Daily Traffic: 49,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 85,883 (year 2028), Design Load: HS 20+Mod, Features Intersected: 5TH AVE S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.171, Lanes on structure: 3, Lanes under structure: 30, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 45, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150122, Location: 3.9 MI N OF SR 682 (Lat: 27.766389, Lng: -82.658889), Route carried "on" structure: Interstate 275, Year Built: 1980, Status: Open, Structure Length: 137.70m (451.77ft), Average Daily Traffic: 49,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 85,883 (year 2028), Design Load: HS 20+Mod, Features Intersected: 5TH AVENUE NORTH Minimum Vertical Clearance: 6.66m (21.85ft), Kilometerpoint: 7.128, Lanes on structure: 3, Lanes under structure: 33, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 40, Length of Maximum Span: 54.3m (178.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 150123, Location: I-275 & I-375 INTERCHANGE (Lat: 27.776667, Lng: -82.655833), Route carried "on" structure: Ramp Interstate 275, Year Built: 1977, Status: Open, Structure Length: 30.19m (99.05ft), Average Daily Traffic: 10,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 15,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: ST PETE MAINT YARD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.127, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: 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: 150124, Location: I275NB AT SR 595 (5TH AVE (Lat: 27.776944, Lng: -82.659333), Route carried "on" structure: Ramp Interstate 375, Year Built: 1977, Status: Open, Structure Length: 36.40m (119.42ft), Average Daily Traffic: 13,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 22,555 (year 2027), Design Load: HS 20+Mod, Features Intersected: I275NB&SR 595(5TH AVE N) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.103, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 57.6m (189.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 150128, Location: I-375 AT SR595 (5TH AVE N (Lat: 27.777222, Lng: -82.658333), Route carried "on" structure: Ramp Interstate 375, Year Built: 1977, Status: Open, Structure Length: 15.10m (49.54ft), Average Daily Traffic: 13,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 22,555 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 595 (5TH AVE N) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.103, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.0m (177.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: 150129, Location: 0.3MI S/O I-175 (Lat: 27.762028, Lng: -82.663028), Route carried "on" structure: Interstate 275, Year Built: 1979, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 49,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 85,883 (year 2027), Design Load: HS 20+Mod, Features Intersected: 22ND STREET SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.532, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 15013, Location: 0.3MI S OF I-175 (Lat: 27.762222, Lng: -82.663000), Route carried "on" structure: Interstate 275, Year Built: 1979, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 49,500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 85,883 (year 2027), Design Load: HS 20+Mod, Features Intersected: 22ND STREET SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.518, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), 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: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 150131, Location: 0.7MI S/O I-175 (Lat: 27.760611, Lng: -82.671417), Route carried "on" structure: Interstate 275, Year Built: 1980, Status: Open, Structure Length: 6.67m (21.88ft), 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: 5.697, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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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