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Bridge Statistics for Hobe Sound, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hobe Sound, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 41 meters (135ft) Total average daily traffic: 448,744 Total average daily truck traffic: 48,394 National Bridge Inventory (NBI) Registered Bridges for Hobe Sound
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 890072, Location: 0.67 MI N OF PLM BCH CO (Lat: 26.964850, Lng: -80.173017), Route carried "on" structure: State highway 91, Year Built: 1957, Year Reconstructed: 1990, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.027, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.7m (44.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890073, Location: 2.5MI NORTH OF CO LINE (Lat: 26.986283, Lng: -80.188900), Route carried "on" structure: State highway 91, Year Built: 1957, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.870, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 28.0m (91.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890074, Location: 6 MI N OF PLM BEACH CO LI (Lat: 27.024283, Lng: -80.229867), Route carried "on" structure: State highway 91, Year Built: 1957, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.745, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 7.6m (24.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890075, Location: 0.25MI SOUTH OF SR-708 (Lat: 27.038183, Lng: -80.239150), Route carried "on" structure: State highway 91, Year Built: 1957, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.800, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 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: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890076, Location: 0.45MI NORTH OF SR-708 (Lat: 27.050533, Lng: -80.239617), Route carried "on" structure: State highway 91, Year Built: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.925, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890077, Location: 1.8MI NORTH OF SR-708 (Lat: 27.069900, Lng: -80.246033), Route carried "on" structure: State highway 91, Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.197, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 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: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890078, Location: 2.2 MI SOUTH OF SR-76 (Lat: 27.077350, Lng: -80.249400), Route carried "on" structure: State highway 91, Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.090, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 29.8m (97.8ft), Skew: 30 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: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890079, Location: 1.3 MI N OF PLM BCH CO LI (Lat: 26.972000, Lng: -80.178550), Route carried "on" structure: State highway 91, Year Built: 1956, Year Reconstructed: 1991, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: CYPRESS CREEK #2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.2m (86.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Good, Superstructure: Very 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2007, Underwater Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 890082, Location: 1.0MI NORTH OF SR-708 (Lat: 27.058983, Lng: -80.241300), Route carried "on" structure: State highway 91, Year Built: 1957, Year Reconstructed: 1988, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20, Features Intersected: PHIPP CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.887, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.1m (88.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 890084, Location: 0.9MI SOUTH OF SR-708 (Lat: 27.031317, Lng: -80.236183), Route carried "on" structure: State highway 91, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.765, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 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: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 890107, Location: 0.9 M E OF US 1 ON CR 708 (Lat: 27.064667, Lng: -80.122303), Route carried "on" structure: County highway 708, Year Built: 1985, Status: Open, Structure Length: 11.66m (38.25ft), Average Daily Traffic: 10,502 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 18,221 (year 2027), Design Load: HS 20, Features Intersected: INTRACOASTAL WATERWAY Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 11.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Navigation Control: Yes ( Vertical Clearance: 5.7m (18.7ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 42.3m (138.8ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Underwater Inspection Date: October 2007, Other Special Inspection Date: October 2007, Deck Structure Type: Open Grating Find on map >>
Structure Number: 890119, Location: 0.1 MILE WEST OF I-95 (Lat: 27.044250, Lng: -80.239600), Route carried "on" structure: County highway 708, Year Built: 1986, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 63,328 (year 2029), Design Load: HS 20, Features Intersected: SR 91 TPK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.218, Lanes on structure: 4, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 28.3m (92.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 56.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 894017, Location: 0.2Mi E of GOMEZ AVE. (Lat: 27.078767, Lng: -80.134536), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 121 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 240 (year 2027), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: SE HARBOR ISLAND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 68.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 894018, Location: 0.3Mi E of GOMEZ AVE. (Lat: 27.077811, Lng: -80.134894), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 121 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 180 (year 2027), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: STAR ISLAND WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 68.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 890119, Location: 0.1 MILE WEST OF I-95 (Lat: 27.044250, Lng: -80.239600), Route carried "under" structure: State highway 91, Year Built: 1986, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 36,500 (year 2007), Truck Traffic: 11%, Features Intersected: SR 91 TPK, Facility Carried by Structure: CR708 125.4 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 12.218, Lanes on structure: 4, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Discuss this city on our hugely popular Florida forum Back to: Hobe Sound, FL, Florida, All US cities.
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