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Bridge Statistics for Sarasota, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sarasota, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 87
Total length: 586 meters (1,923ft) Total costs: $16,116,000 Total average daily traffic: 1,772,783 Total average daily truck traffic: 100,886 National Bridge Inventory (NBI) Registered Bridges for Sarasota
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 130002, Location: JCT US 301 AND US 41 (Lat: 27.521167, Lng: -82.562194), Route carried "on" structure: US 41, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 61,000 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 105,835 (year 2030), Design Load: HS 20, Features Intersected: US 301 SR 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.489, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.1 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130003, Location: 0.6MI NORTH OF SR-684 (Lat: 27.473497, Lng: -82.575306), Route carried "on" structure: Business US 41, Year Built: 1957, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 30,500 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 52,918 (year 2030), Design Load: HS 20, Features Intersected: WARES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.725, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.8m (68.2ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft) Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10 Find on map >>
Structure Number: 130005, Location: 1.0MI N OF JCT US19 (Lat: 27.564111, Lng: -82.552361), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 14,250 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 24,724 (year 2030), Design Load: H 10, Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.454, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130008, Location: 0.2MI NORTH OF US 301 (Lat: 27.524306, Lng: -82.561306), Route carried "on" structure: US 41, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 35,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 61,593 (year 2030), Design Load: HS 20, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.857, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 25.5m (83.7ft) 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: 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: January 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130009, Location: 1.3MI N OF JCT US 301 (Lat: 27.539556, Lng: -82.563556), Route carried "on" structure: US 41, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 10.77m (35.33ft), Average Daily Traffic: 29,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 51,183 (year 2030), Design Load: H 10, Features Intersected: CSX RR & BUS US 41 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.597, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.0m (88.6ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 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: 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: January 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130015, Location: 1.8MI E OF US 41 - US 19 (Lat: 27.521889, Lng: -82.531917), Route carried "on" structure: US 301, Year Built: 1945, Year Reconstructed: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 65,063 (year 2030), Design Load: H 10, Features Intersected: MANAVISTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.052, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 59.0 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: 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: October 2009 Find on map >>
Structure Number: 130019, Location: 1.4MI N OF US-41 (Lat: 27.568000, Lng: -82.568667), Route carried "on" structure: US 19, Year Built: 1969, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 9,900 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 17,177 (year 2030), Design Load: HS 20, Features Intersected: TERRA CEIA BAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.996, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 55.3 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2009, Underwater Inspection Date: October 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130026, Location: 1.0 MI N OF US 19 JCT (Lat: 27.564000, Lng: -82.552361), Route carried "on" structure: US 41, Year Built: 1967, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 14,250 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 24,724 (year 2030), Design Load: H 10, Features Intersected: CSX R/R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.435, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130028, Location: 0.1MI N of I 275 (Lat: 27.588250, Lng: -82.540333), Route carried "on" structure: US 41, Year Built: 1967, Year Reconstructed: 1982, Status: Open, Structure Length: 4.46m (14.63ft), Average Daily Traffic: 4,950 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 8,588 (year 2030), Design Load: HS 20, Features Intersected: FROG CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.678, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.9m (45.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130029, Location: 0.1MI North of I-275 (Lat: 27.588000, Lng: -82.539778), Route carried "on" structure: US 41, Year Built: 1967, Year Reconstructed: 1984, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 4,950 (year 2010), Truck Traffic: 13%, Average Future Daily Traffic: 8,588 (year 2030), Design Load: HS 20, Features Intersected: FROG CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.668, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 59.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130043, Location: 984 FT. SOUTH OF SR-684 (Lat: 27.459111, Lng: -82.575194), Route carried "on" structure: US 41, Year Built: 1959, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 56,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 97,160 (year 2030), Design Load: H 15, Features Intersected: CEDAR HAMMOCK CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.166, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.1m (92.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft) Condition: Channel: Good, Culverts: 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: 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: January 10 Find on map >>
Structure Number: 130054, Location: 0.7MI EAST OF SR 789 (Lat: 27.496111, Lng: -82.689611), Route carried "on" structure: State highway 64, Year Built: 1957, Status: Open, Structure Length: 95.19m (312.30ft), Average Daily Traffic: 13,900 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 24,117 (year 2030), Design Load: HS 20, Features Intersected: SARASOTA PASS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.123, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 62, Length of Maximum Span: 49.5m (162.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 95.19m (312.30ft), 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: April 2009, Critical Feature Inspection Date: April 2009, Underwater Inspection Date: April 2009, Other Special Inspection Date: April 2009, Bridge Improvement Cost: $11,640,000, Roadway Improvement Cost: $1,293,000, Total Project Cost: $15,560,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 130082, Location: 800FT S/O BAY DR (Lat: 27.416306, Lng: -82.574472), Route carried "on" structure: US 41, Year Built: 1977, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 49,000 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 85,015 (year 2030), Design Load: HS 20, Features Intersected: BOWLEES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.360, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.1m (85.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 31.2m (102.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 69.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 10, Underwater Inspection Date: January 10, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 130099, Location: 0.75 MI S OF I-275 (Lat: 27.574556, Lng: -82.541361), Route carried "on" structure: US 41, Year Built: 1953, Year Reconstructed: 1966, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 22,000 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 38,170 (year 2030), Design Load: HS 20+Mod, Features Intersected: MCMULLEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.158, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.3m (63.3ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: January 10 Find on map >>
Structure Number: 170014, Location: 0.9 MI S of CR 789 (Lat: 27.168333, Lng: -82.477222), Route carried "on" structure: US 41, Year Built: 1928, Year Reconstructed: 1950, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 17,250 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 29,929 (year 2030), Design Load: H 15, Features Intersected: SOUTH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.491, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2009, Underwater Inspection Date: March 2009, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $1,000, Total Project Cost: $10,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170015, Location: 4.2 mi S of SR 72 (Lat: 27.210000, Lng: -82.490000), Route carried "on" structure: US 41, Year Built: 1962, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 19,250 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 33,399 (year 2030), Design Load: HS 20, Features Intersected: NORTH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to 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: March 2009, Underwater Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170016, Location: 1 mi S of SR 773 (Lat: 27.220833, Lng: -82.491389), Route carried "on" structure: US 41, Year Built: 1928, Year Reconstructed: 1950, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 19,250 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 33,399 (year 2030), Design Load: H 15, Features Intersected: CATFISH CREEK Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 14.658, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Equal to 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, Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170019, Location: 0.5 mi. S of US 301 (Lat: 27.324167, Lng: -82.529722), Route carried "on" structure: US 41, Year Built: 1932, Year Reconstructed: 1955, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 67,500 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 117,113 (year 2030), Design Load: H 15, Features Intersected: HUDSON BAYOU Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 27.377, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.0m (75.5ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 27.0m (88.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: March 2009, Underwater Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170022, Location: 1.4 MI W OF US 41 (Lat: 27.323861, Lng: -82.566972), Route carried "on" structure: State highway 789, Year Built: 1958, Status: Open, Structure Length: 30.79m (101.02ft), Average Daily Traffic: 14,250 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 24,724 (year 2030), Design Load: H 15, Features Intersected: COON KEY WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: January 2009, Underwater Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170034, Location: 1.5MI. S OF SR 72 (Lat: 27.242500, Lng: -82.508889), Route carried "on" structure: US 41, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 31,879 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 55,310 (year 2030), Design Load: HS 20, Features Intersected: OSCAR CREEK Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 17.637, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft) Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009 Find on map >>
Structure Number: 170035, Location: 0.8MI. S OF SR 72 (Lat: 27.251750, Lng: -82.514722), Route carried "on" structure: US 41, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 31,879 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 55,310 (year 2030), Design Load: HS 20, Features Intersected: MATHENY CREEK Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 18.812, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.5m (57.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft) Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009 Find on map >>
Structure Number: 170037, Location: 0.9 MI S of CR 789 (Lat: 27.168333, Lng: -82.477222), Route carried "on" structure: US 41, Year Built: 1964, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 17,250 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 29,929 (year 2030), Design Load: HS 20+Mod, Features Intersected: SOUTH CREEK Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 8.491, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2009, Underwater Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170038, Location: 4.2 mi S of SR 72 (Lat: 27.210000, Lng: -82.489722), Route carried "on" structure: US 41, Year Built: 1927, Year Reconstructed: 1950, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 19,250 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 33,399 (year 2030), Design Load: H 15, Features Intersected: NORTH CREEK Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 13.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.9m (22.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2009, Underwater Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170039, Location: 1 mi S of SR 773 (Lat: 27.220833, Lng: -82.491389), Route carried "on" structure: US 41, Year Built: 1962, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 19,250 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 33,399 (year 2030), Design Load: H 20, Features Intersected: CATFISH CREEK Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 14.651, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170045, Location: 200ft.N OF CR772/VeniceAv (Lat: 27.101111, Lng: -82.433611), Route carried "on" structure: Bypass US 41, Year Built: 1966, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 33,000 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 57,255 (year 2030), Design Load: HS 20+Mod, Features Intersected: HATCHETT CREEK Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.351, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009 Find on map >>
Structure Number: 170059, Location: 3.1 MI WEST OF US 41 (Lat: 27.284722, Lng: -82.555000), Route carried "on" structure: State highway 758, Year Built: 1966, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 5,900 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 10,237 (year 2030), Features Intersected: GRAND CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170068, Location: 0.3 MI W OF US 301 (Lat: 27.328333, Lng: -82.535556), Route carried "on" structure: US 41, Year Built: 1958, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 35,500 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 61,593 (year 2030), Design Load: HS 20, Features Intersected: HUDSON BAYOU Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 28.466, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: March 2009, Underwater Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170069, Location: BENEVA ROAD & SR 780 (Lat: 27.337500, Lng: -82.496944), Route carried "on" structure: State highway 780, Year Built: 1974, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 49,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 85,015 (year 2030), Design Load: H 20, Features Intersected: PHILLIPPE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.492, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 53.9m (176.8ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft) Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 57.2 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: January 2009 Find on map >>
Structure Number: 170085, Location: 2.0 mi. S of Bee Ridge Rd (Lat: 27.269417, Lng: -82.449194), Route carried "on" structure: Interstate 75, Year Built: 1980, Year Reconstructed: 2001, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 41,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 71,135 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR-72 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.295, Lanes on structure: 3, Lanes under structure: 8, 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: 4, Length of Maximum Span: 26.8m (87.9ft), 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: 55.3 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: 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: Febuary 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170086, Location: 2.0 mi. S of Bee Ridge Rd (Lat: 27.269417, Lng: -82.448778), Route carried "on" structure: Interstate 75, Year Built: 1980, Year Reconstructed: 2001, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 41,000 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 71,135 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 72 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.295, Lanes on structure: 3, Lanes under structure: 8, 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: 4, Length of Maximum Span: 26.8m (87.9ft), 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: 55.3 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: 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: Febuary 10, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170098, Location: 3.1 MILES W OF I-75 (Lat: 27.149086, Lng: -82.463606), Route carried "on" structure: State highway 681, Year Built: 1981, Status: Open, Structure Length: 16.84m (55.25ft), Average Daily Traffic: 9,700 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 16,830 (year 2027), Design Load: HS 20, Features Intersected: US 41 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.317, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 55.8m (183.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 54.4 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170099, Location: 1.1 MI. E of US-41 (Lat: 27.168075, Lng: -82.455778), Route carried "on" structure: State highway 681, Year Built: 1981, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 4,900 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 8,502 (year 2030), Design Load: HS 20, Features Intersected: ABANDONED CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.353, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: January 10, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 1701, Location: 1.1 MI. E of US-41 (Lat: 27.168075, Lng: -82.455778), Route carried "on" structure: State highway 681, Year Built: 1981, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 4,900 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 8,502 (year 2030), Design Load: HS 20, Features Intersected: ABANDONED CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) 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: January 10, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 170105, Location: 9.7 MI. SOUTH OF SR 72 (Lat: 27.137472, Lng: -82.410806), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 1995, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,880 (year 2030), Features Intersected: I-75 SB, Facility Carried by Structure: LAUREL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.248, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 27.3m (89.6ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 27.3m (89.6ft), Out-to-Out Width: 28.4m (93.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 170106, Location: 9.7 MI. SOUTH OF SR 72 (Lat: 27.137472, Lng: -82.407167), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 1996, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 8,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,880 (year 2030), Features Intersected: I-75 NB, Facility Carried by Structure: LAUREL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.577, Lanes on structure: 5, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 27.4m (89.9ft), Out-to-Out Width: 28.3m (92.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17012, Location: 0.75 MI S OF NEW PASS (Lat: 27.322500, Lng: -82.579722), Route carried "on" structure: State highway 789, Year Built: 1976, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,450 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 14,661 (year 2030), Design Load: HS 20+Mod, Features Intersected: ST ARMANDS KEY WATERWAY, Facility Carried by Structure: JOHN RINGLING PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2009, Underwater Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170141, Location: 0.75 MI SOUTH OF NEW PASS (Lat: 27.322500, Lng: -82.579722), Route carried "on" structure: State highway 789, Year Built: 1976, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 8,450 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 14,661 (year 2030), Design Load: HS 20+Mod, Features Intersected: ST ARMANDS KEY WATERWAY, Facility Carried by Structure: JOHN RINGLING PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.160, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2009, Underwater Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170143, Location: 1.0 MI. NORTH OF SR-72 (Lat: 27.283611, Lng: -82.448417), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 8.57m (28.12ft), Average Daily Traffic: 10,300 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 17,871 (year 2029), Design Load: HS 20+Mod, Features Intersected: I-75 (SR-93), Facility Carried by Structure: PROCTOR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.033, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 12.2m (40.0ft), 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: 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170145, Location: 2.7MI S OF FRUITVILLE RD. (Lat: 27.298775, Lng: -82.448139), Route carried "on" structure: Interstate 75, Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 44,346 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 76,940 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEE RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.558, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 87.1 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170146, Location: 2.7MI S OF FRUITVILLE RD. (Lat: 27.298775, Lng: -82.447750), Route carried "on" structure: Interstate 75, Year Built: 1981, Year Reconstructed: 2001, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 44,346 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 76,940 (year 2030), Design Load: HS 20+Mod, Features Intersected: BEE RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.558, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.1 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 170158, Location: 1/4MI E/O LONGBOAT CLUB D (Lat: 27.333683, Lng: -82.581633), Route carried "on" structure: State highway 789, Year Built: 1986, Status: Open, Structure Length: 29.57m (97.01ft), Average Daily Traffic: 17,400 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 30,189 (year 2029), Design Load: HS 20+Mod, Features Intersected: NEW PASS Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.286, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 28.0m (91.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Underwater Inspection Date: Febuary 2008, Other Special Inspection Date: Febuary 2009, Deck Structure Type: Open Grating Find on map >>
Structure Number: 170159, Location: 0.5MI E of BENEVA RD (Lat: 27.337500, Lng: -82.490278), Route carried "on" structure: State highway 780, Year Built: 1989, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 49,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 87,784 (year 2027), Design Load: HS 20+Mod, Features Intersected: PGA CANAL, Facility Carried by Structure: FRUITVILLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.686, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.7m (97.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Structural Evaluation: 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, Inspection Date: January 2009 Find on map >>
Structure Number: 170176, Location: 0.5MI W OF US-41 (SR-45) (Lat: 27.331553, Lng: -82.556306), Route carried "on" structure: State highway 789, Year Built: 2003, Status: Open, Structure Length: 94.39m (309.68ft), Average Daily Traffic: 34,000 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 58,990 (year 2030), Design Load: HS 20, Features Intersected: INTRACOASTAL WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.447, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 87.5m (287.1ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 91.5m (300.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 32.4m (106.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 10, Underwater Inspection Date: January 10, Deck Structure Type: Other Find on map >>
Structure Number: 17092, Location: 1.0 mi. N of SR 780 (Lat: 27.354722, Lng: -82.547500), Route carried "on" structure: US 41, Year Built: 1923, Year Reconstructed: 1957, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 37,000 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 64,195 (year 2030), Design Load: H 15, Features Intersected: WHITAKER BAYOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.071, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 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: Meets minimum limits, 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: March 2009, Underwater Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170951, Location: 1.4 MI W OF US 41 (Lat: 27.323861, Lng: -82.566972), Route carried "on" structure: State highway 789, Year Built: 1958, Status: Open, Structure Length: 30.79m (101.02ft), Average Daily Traffic: 14,250 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 24,724 (year 2030), Design Load: H 15, Features Intersected: COON KEY WATERWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: January 2009, Underwater Inspection Date: January 2009, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 174072, Location: .9 MILES E/O BENEVA ROAD (Lat: 27.352500, Lng: -82.484722), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 21,799 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 27,249 (year 2028), Design Load: HS 20, Features Intersected: CANAL MAIN 'B', Facility Carried by Structure: 17 TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.880, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 174074, Location: 0.5 MI W OF BENEVA RD (Lat: 27.322639, Lng: -82.505278), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 23,291 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 29,114 (year 2028), Design Load: HS 20, Features Intersected: PHILLIPPI CREEK, Facility Carried by Structure: BAHIA VISTA ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.797, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: 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 2008, Underwater Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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