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Bridge Statistics for Port St. Lucie-River Park, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Port St. Lucie-River Park, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 58 Total length: 338 meters (1,109ft) Total average daily traffic: 788,456 Total average daily truck traffic: 55,065 National Bridge Inventory (NBI) Registered Bridges for Port St. Lucie-River Park
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 940001, Location: .3 m N of Martin Co. line (Lat: 27.267919, Lng: -80.286758), Route carried "on" structure: US 1, Year Built: 1936, Year Reconstructed: 1948, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 20,000 (year 2027), Design Load: H 15, Features Intersected: HOWARD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: August 2006 Find on map >>
Structure Number: 940049, Location: 1.2MI S PORT ST LUCIE BLV (Lat: 27.262533, Lng: -80.352483), Route carried "on" structure: State highway 91, Year Built: 1958, Year Reconstructed: 1991, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 20,150 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 34,960 (year 2029), Design Load: HS 20+Mod, Features Intersected: RIM DITCH CANAL C-24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.560, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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 24 months, Inspection Date: December 2007, Underwater Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 940061, Location: 1.6 MI N OF MARTIN CO (Lat: 27.227133, Lng: -80.341783), Route carried "on" structure: State highway 91, Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40,300 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 69,921 (year 2030), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.519, 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: January 2008 Find on map >>
Structure Number: 940079, Location: .3m N of Martin Co. line (Lat: 27.268050, Lng: -80.286342), Route carried "on" structure: US 1, Year Built: 1956, Year Reconstructed: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 36,200 (year 2027), Design Load: H 15, Features Intersected: HOWARD CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: August 2006 Find on map >>
Structure Number: 940082, Location: 1.2MI S PORT ST LUCIE RMP (Lat: 27.262433, Lng: -80.352417), Route carried "on" structure: State highway 91, Year Built: 1956, Year Reconstructed: 1991, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 20,150 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 34,960 (year 2029), Design Load: HS 20+Mod, Features Intersected: RIM DITCH CANAL C-24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.547, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2007, Underwater Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 940104, Location: 0.74 MI N OF ST LUCIE BLV (Lat: 27.293583, Lng: -80.369767), Route carried "on" structure: State highway 91, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 28,367 (year 2030), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.453, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Very 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: January 2008 Find on map >>
Structure Number: 940105, Location: 0.74 MI N OF ST LUCIE BLV (Lat: 27.293650, Lng: -80.369750), Route carried "on" structure: State highway 91, Year Built: 1956, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 28,367 (year 2030), Design Load: HS 20+Mod, Features Intersected: DRAINAGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.453, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Very 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: January 2008 Find on map >>
Structure Number: 940106, Location: 2.85 MI SOUTH OF SR-712 (Lat: 27.337817, Lng: -80.374117), Route carried "on" structure: State highway 91, Year Built: 1956, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 32,700 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 56,735 (year 2030), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.408, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.2m (82.7ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) 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: January 2008 Find on map >>
Structure Number: 940113, Location: 2 mi. N of Gatlin Blvd. (Lat: 27.289853, Lng: -80.420781), Route carried "on" structure: Interstate 95, Year Built: 1982, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 29,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 51,183 (year 2028), Design Load: HS 20+Mod, Features Intersected: Galiano Rd. & C-24 Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.819, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.0 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 940114, Location: 2 mi. N of Gatlin Blvd. (Lat: 27.288481, Lng: -80.421117), Route carried "on" structure: City street 95, Year Built: 1982, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 29,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 51,183 (year 2028), Design Load: HS 20+Mod, Features Intersected: Galiano Rd & C-24 Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.812, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.0 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 940115, Location: West of Ft. Pierce (Lat: 27.355483, Lng: -80.414372), Route carried "on" structure: Interstate 95, Year Built: 1982, Status: Open, Structure Length: 14.55m (47.74ft), Average Daily Traffic: 29,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 51,183 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR 709 & FECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.278, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: November 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 940116, Location: West of Ft. Pierce (Lat: 27.354661, Lng: -80.413814), Route carried "on" structure: Interstate 95, Year Built: 1982, Status: Open, Structure Length: 14.55m (47.74ft), Average Daily Traffic: 29,500 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 51,183 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR 709 & FECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.320, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: November 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 940121, Location: 0.2 MI N OF ST LUCIE BLVD (Lat: 27.276300, Lng: -80.360217), Route carried "on" structure: Ramp State highway 91, Year Built: 1975, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 4,800 (year 2008), Average Future Daily Traffic: 9,840 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 91 TPK (ST LUCIE INT) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.449, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 940139, Location: 1.8mi. East of SR-91 (Lat: 27.271675, Lng: -80.325250), Route carried "on" structure: State highway 716, Year Built: 1991, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 34,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 59,424 (year 2028), Design Load: HS 20, Features Intersected: Long Creek, Facility Carried by Structure: EB St. Lucie Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.283, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 57.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 94014, Location: 2mi. East of SR-91 (Lat: 27.271653, Lng: -80.322828), Route carried "on" structure: State highway 716, Year Built: 1991, Status: Open, Structure Length: 12.71m (41.70ft), Average Daily Traffic: 34,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 59,424 (year 2028), Design Load: HS 20+Mod, Features Intersected: N. Fork St. Lucie River, Facility Carried by Structure: EB Prt St Lucie Bd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.526, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Navigation Control: Yes ( Vertical Clearance: 5.6m (18.4ft), Horizontal Clearance: 23.0m (75.5ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 940142, Location: Port St Lucie / FL TPK. (Lat: 27.272844, Lng: -80.358422), Route carried "on" structure: State highway 716, Year Built: 1995, Status: Open, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 51,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 88,485 (year 2028), Design Load: HS 20, Features Intersected: SR-91 (Florida Turnpike), Facility Carried by Structure: Port St. Lucie Bld Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.936, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 35.2m (115.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 940144, Location: 1.8mi. East of SR-91 (Lat: 27.271931, Lng: -80.324142), Route carried "on" structure: State highway 716, Year Built: 1993, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 34,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 59,424 (year 2028), Design Load: HS 20, Features Intersected: Long Creek, Facility Carried by Structure: WB St. Lucie Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.296, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 940145, Location: 2mi. East of SR-91 (Lat: 27.271906, Lng: -80.321497), Route carried "on" structure: State highway 716, Year Built: 1993, Status: Open, Structure Length: 12.71m (41.70ft), Average Daily Traffic: 34,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 59,424 (year 2028), Design Load: HS 20, Features Intersected: N Fork St. Lucie River, Facility Carried by Structure: WB Prt St Lucie Bd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.526, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Navigation Control: Yes ( Vertical Clearance: 5.6m (18.4ft), Horizontal Clearance: 23.0m (75.5ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 944008, Location: 0.5MI N/O PT ST LUCIE BLD (Lat: 27.280372, Lng: -80.331792), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 6,000 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 7,200 (year 2027), Design Load: HS 20, Features Intersected: ELKCAM WATERWAY, Facility Carried by Structure: FLORESTA DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.050, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 944011, Location: 0.8 MI W/O US-1 (Lat: 27.323811, Lng: -80.335050), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 24,900 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 43,202 (year 2025), Design Load: HS 20, Features Intersected: ST. LUCIE RIVER, Facility Carried by Structure: PRIMA VISTA BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.256, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 17.6m (57.7ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 944012, Location: 0.9 MI W/O US-1 (Lat: 27.325003, Lng: -80.333233), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 24,900 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 43,202 (year 2025), Design Load: HS 20, Features Intersected: FORK OF ST. LUCIE RIVER, Facility Carried by Structure: PRIMA VISTA BLVD. Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 2.062, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 19.7m (64.6ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 944013, Location: 1.6MI N/O PT ST LUCIE BLD (Lat: 27.293814, Lng: -80.349603), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 4,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: ELKCAM CANAL, Facility Carried by Structure: AIROSO BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2007, Underwater Inspection Date: January 2007 Find on map >>
Structure Number: 94525, Location: 0.6MI W/O US-1 (Lat: 27.258653, Lng: -80.290472), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 11,300 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 19,606 (year 2027), Design Load: HS 20, Features Intersected: HOWARD CREEK, Facility Carried by Structure: WESTMORELAND BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.116, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945251, Location: 0.2MI S OF FLORESTA DR (Lat: 27.262122, Lng: -80.335917), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 1,500 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: H 20, Features Intersected: CANAL C-24, Facility Carried by Structure: SOUTH BEND BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.035, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 945252, Location: 0.2MI S/O MACEDO BLVD. (Lat: 27.337728, Lng: -80.358489), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 220 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 250 (year 2027), Design Load: HS 20, Features Intersected: CANAL C-108, Facility Carried by Structure: JORGENSEN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945253, Location: 0.2MI N/O NW BAYSHORE BLV (Lat: 27.337739, Lng: -80.366581), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,000 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 3,500 (year 2027), Design Load: HS 20, Features Intersected: CANAL C-108, Facility Carried by Structure: SELVITZ RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.351, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945254, Location: 0.5MI W OF NW ST JAMES DR (Lat: 27.337742, Lng: -80.373611), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 250 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: HS 20, Features Intersected: CANAL C-108, Facility Carried by Structure: NORTH MACEDO BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945255, Location: 1.6MI N OF GATLIN BLVD (Lat: 27.283183, Lng: -80.423453), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 500 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: HS 20, Features Intersected: CANAL E-8, Facility Carried by Structure: SAVAGE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.813, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945256, Location: 0.5MI N/O GATLIN BLVD. (Lat: 27.269503, Lng: -80.386300), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,600 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 4,000 (year 2027), Design Load: H 20, Features Intersected: CANAL C-24, Facility Carried by Structure: SAVONA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.785, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 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: Meets minimum limits, 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: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945257, Location: 1.2MI W/O PORT ST. LUCIE (Lat: 27.220617, Lng: -80.391536), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,200 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 1,900 (year 2027), Design Load: HS 20, Features Intersected: CANAL E-12/E-84, Facility Carried by Structure: PAAR DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.798, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945258, Location: 0.4MI W OF PORT ST LUCIE (Lat: 27.224603, Lng: -80.379056), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,200 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 1,700 (year 2027), Design Load: HS 20, Features Intersected: CANAL C-73, Facility Carried by Structure: PAAR DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945259, Location: 0.4MI S/O PAAR DRIVE (Lat: 27.217219, Lng: -80.383528), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 110 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 174 (year 2027), Design Load: HS 20, Features Intersected: CANAL E-84, Facility Carried by Structure: SAVONA BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 94526, Location: 0.7MI S OF PAAR DRIVE (Lat: 27.217119, Lng: -80.371914), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 3,000 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 4,000 (year 2027), Design Load: HS 20, Features Intersected: CANAL E-84, Facility Carried by Structure: PORT ST LUCIE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.178, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945261, Location: 0.7MI W/O SW DARWIN BLVD. (Lat: 27.217672, Lng: -80.367200), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 110 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 174 (year 2027), Design Load: HS 20, Features Intersected: CANAL E-14, Facility Carried by Structure: JEANNE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945262, Location: 1/2MI S/O PAAR DRIVE (Lat: 27.218825, Lng: -80.356036), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 3,000 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 4,000 (year 2027), Design Load: HS 20, Features Intersected: CANAL E-84, Facility Carried by Structure: DARWIN BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.006, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945263, Location: 0.9MI S OF PAAR DRIVE (Lat: 27.224378, Lng: -80.348386), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 115 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 174 (year 2027), Design Load: HS 20, Features Intersected: CANAL E-114, Facility Carried by Structure: GETTYSBURG DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal 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: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945264, Location: 0.3MI E OF DARWIN BLVD (Lat: 27.216869, Lng: -80.349847), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 110 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 174 (year 2027), Design Load: H 20, Features Intersected: CANAL C-108, Facility Carried by Structure: KESTOR DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945265, Location: 0.8MI N OF SW BECKER RD (Lat: 27.216297, Lng: -80.361831), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 250 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2027), Design Load: H 20, Features Intersected: CANAL E-105, Facility Carried by Structure: NORTH QUICK CIRCLE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945266, Location: 0.3MI W/O DARWIN BLVD. (Lat: 27.214478, Lng: -80.361631), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 250 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2027), Design Load: H 20, Features Intersected: CANAL E-105, Facility Carried by Structure: UNDALLO RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945267, Location: 0.1MI E OF SW ENON ST. (Lat: 27.213450, Lng: -80.359592), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 101 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 174 (year 2027), Design Load: H 20, Features Intersected: CANAL E-106, Facility Carried by Structure: COLUMBUS DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945268, Location: 0.2Mile W/O DARWIN BLVD. (Lat: 27.209539, Lng: -80.359617), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2027), Design Load: H 20, Features Intersected: CANAL E-106, Facility Carried by Structure: BECKER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.967, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.9 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945269, Location: 1000FT W/O NW STJAMES DR. (Lat: 27.361536, Lng: -80.359742), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,120 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 3,470 (year 2027), Design Load: HS 20+Mod, Features Intersected: C-104 CANAL, Facility Carried by Structure: PEACHTREE BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.576, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 94527, Location: 0.5MI S/O CR 712 (Lat: 27.366744, Lng: -80.362650), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 120 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 3,470 (year 2027), Design Load: HS 20+Mod, Features Intersected: C-104 CANAL, Facility Carried by Structure: DUNN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945271, Location: 0.5MI S/O CR-712 (Lat: 27.366994, Lng: -80.364875), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 600 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2027), Design Load: HS 20, Features Intersected: CANAL C-104, Facility Carried by Structure: SELVITZ ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.349, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 945272, Location: 5.7MI W OF US-1 (Lat: 27.265447, Lng: -80.371739), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 20,000 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 28,801 (year 2027), Design Load: HS 20+Mod, Features Intersected: CANAL C-24, Facility Carried by Structure: PORT ST LUCIE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.333, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 32.4m (106.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable 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: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 945273, Location: 4.6MI W OF US-1 (Lat: 27.270842, Lng: -80.363258), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 16,600 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 28,801 (year 2027), Design Load: HS 20, Features Intersected: MONTERREY WATERWAY, Facility Carried by Structure: PORT ST LUCIE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.426, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.4m (70.2ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Underwater Inspection Date: Febuary 2007 Discuss this city on our hugely popular Florida forum Back to: Port St. Lucie-River Park, FL, Florida, All US cities.
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