U.S. Cities - City-Data Homepage  
City-Data Forum
City-Data.com Homepage

Bridge Statistics for Palm City, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Back to: Palm City, FL, Florida, Florida forum, All US cities.





National Bridge Inventory (NBI) Statistics
Number of bridges: 25
Total length: 405 meters (1,329ft)
Total costs: $2,632,000
Total average daily traffic: 540,076
Total average daily truck traffic: 49,241
National Bridge Inventory (NBI) Registered Bridges for Palm City
No street view available for this location

New bridges - Historical Statistics

  • 1950-1959: 7
  • 1960-1969: 0
  • 1970-1979: 3
  • 1980-1989: 10
  • 1990-1999: 3
  • 2000-2009: 2

Reconstructed bridges - Historical Statistics

  • 1990-1999: 2
  • 2000-2009: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

Find on map >>   Show street view

Structure Number: 890038,  Location: SR-714 East of Fla. Tpke. (Lat: 27.172836,  Lng: -80.263411),  Route carried "on" structure: State highway 714,  Year Built: 1970,  Status: Open,  Structure Length: 56.30m (184.71ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,375 (year 2032),  Design Load: HS 20,  Features Intersected: S Fork St. Lucie River,  Facility Carried by Structure: EB Martin Downs Bd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.877,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Underwater Inspection Date: November 10,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 890066,  Location: 3.7MI S/O STUART INT. (Lat: 27.117681,  Lng: -80.274872),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 83.83m (275.03ft),  Average Daily Traffic: 18,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,230 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: ST LUCIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.844,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 2.7m (8.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 31,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 83.79m (274.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Underwater Inspection Date: November 11,  Bridge Improvement Cost: $2,492,000,  Roadway Improvement Cost: $872,000,  Total Project Cost: $2,492,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 890067,  Location: 0.51MI SOUTH OF SR-714 (Lat: 27.155131,  Lng: -80.300381),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 36,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 62,460 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.121,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11
Find on map >>   Show street view

Structure Number: 890068,  Location: STUART TPK INTERCHANGE (Lat: 27.157781,  Lng: -80.302169),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1957,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 7,100 (year 2011),  Average Future Daily Traffic: 11,942 (year 2033),  Design Load: HS 20,  Features Intersected: SR 91 TPK (STUART INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.441,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Bridge Improvement Cost: $140,000,  Total Project Cost: $140,000,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 89007,  Location: 2.6 MI NORTH OF SR-714 (Lat: 27.194222,  Lng: -80.326308),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 38,300 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 66,451 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.159,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11
Find on map >>   Show street view

Structure Number: 890083,  Location: 3.4MI NORTH OF SR-714 (Lat: 27.205550,  Lng: -80.331753),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 38,300 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 66,451 (year 2033),  Design Load: HS 20,  Features Intersected: COUNTY LINE CANAL C-23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.478,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Underwater Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 890085,  Location: 1.3 MI N OF STUART INTRCH (Lat: 27.174258,  Lng: -80.313322),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 38,300 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 66,451 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: BESSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.584,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 890121,  Location: 3mi S of Stuart exit Tpk (Lat: 27.124792,  Lng: -80.280125),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-91 (Fla's.Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.283,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 890122,  Location: 3mi S of Stuart exit Tpk. (Lat: 27.125089,  Lng: -80.279303),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 30,500 (year 2010),  Truck Traffic: 14%,  Average Future Daily Traffic: 52,918 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR-91 (Fla's. Turnpike)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.334,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 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,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 890134,  Location: 2.5 mi East of TPK Exit (Lat: 27.172214,  Lng: -80.270786),  Route carried "on" structure: State highway 714,  Year Built: 1978,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 16,500 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,628 (year 2032),  Design Load: HS 20,  Features Intersected: Danforth Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.854,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 11.0m (36.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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 11,  Underwater Inspection Date: April 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 890135,  Location: 2.5 mi East of TPK Exit (Lat: 27.172422,  Lng: -80.270481),  Route carried "on" structure: State highway 714,  Year Built: 1983,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 16,500 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,628 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: Danforth Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.854,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 11.0m (36.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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 11,  Underwater Inspection Date: April 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 890143,  Location: SR-714 East of Fla. Tpk. (Lat: 27.175422,  Lng: -80.258503),  Route carried "on" structure: State highway 714,  Year Built: 1991,  Status: Open,  Structure Length: 56.30m (184.71ft),  Average Daily Traffic: 25,000 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,375 (year 2032),  Design Load: HS 20,  Features Intersected: S Fork St. Lucie River,  Facility Carried by Structure: WB Martin Downs Bd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.877,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: July 10,  Underwater Inspection Date: November 10,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 890159,  Location: Turnpike at Stuart exit. (Lat: 27.161389,  Lng: -80.304444),  Route carried "on" structure: State highway 714,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 21,500 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,303 (year 2032),  Design Load: HS 20,  Features Intersected: SR-91 (Fl. Tpk.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.506,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Deck Structure Type: Concrete Cast-file-Place
Find on map >>   Show street view

Structure Number: 891,  Location: 3.7 MI S. OF STUART INT. (Lat: 27.117764,  Lng: -80.274767),  Route carried "on" structure: State highway 91,  Year Built: 2003,  Status: Open,  Structure Length: 91.11m (298.92ft),  Average Daily Traffic: 18,000 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,230 (year 2033),  Design Load: HS 20,  Features Intersected: ST LUCIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.904,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 20,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 54.9 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Underwater Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >>   Show street view

Structure Number: 894031,  Location: 0.7MI WEST OF MAPP ROAD (Lat: 27.168472,  Lng: -80.280769),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 516 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 832 (year 2029),  Features Intersected: DANFORTH CREEK,  Facility Carried by Structure: SUNSET TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.316,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 2 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: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11
Find on map >>   Show street view

Structure Number: 894047,  Location: 0.1MI. E of KANNER HWY (Lat: 27.151667,  Lng: -80.241575),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load-capacity,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 400 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2033),  Features Intersected: CORAL GARDENS OUTFALL,  Facility Carried by Structure: NORFOLK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 894048,  Location: 0.1Mi E of ONTARIO DRIVE (Lat: 27.149389,  Lng: -80.240519),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2033),  Features Intersected: CORAL GARDENS OUTFALL,  Facility Carried by Structure: HURON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  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: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >>   Show street view

Structure Number: 894054,  Location: 0.1 Mile S of CR-714 (Lat: 27.160528,  Lng: -80.285861),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,000 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: Danforth Creek,  Facility Carried by Structure: Berry Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.165,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  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: Satisfactory,  Culverts: Good,  Inventory Rating: 66.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11
Find on map >>   Show street view

Structure Number: 894061,  Location: 0.8mi. N of CR-714 (Lat: 27.173394,  Lng: -80.318806),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,760 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,912 (year 2032),  Features Intersected: Bessey Creek,  Facility Carried by Structure: SW 48th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 12
Find on map >>   Show street view

Structure Number: 890068,  Location: STUART TPK INTERCHANGE (Lat: 27.157781,  Lng: -80.302169),  Route carried "under" structure: State highway 91,  Year Built: 1957,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 36,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: SR 91 TPK (STUART INT)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 26.469,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>   Show street view

Structure Number: 890121,  Location: 3mi S of Stuart exit Tpk (Lat: 27.124792,  Lng: -80.280125),  Route carried "under" structure: County highway 713,  Year Built: 1987,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 500 (year 1999),  Truck Traffic: 5%,  Features Intersected: SR-91 (Fla's.Turnpike),  Facility Carried by Structure: SB I-95 (SR-9 )
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 22.182,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

Find on map >>   Show street view

Structure Number: 890121,  Location: 3mi S of Stuart exit Tpk (Lat: 27.124792,  Lng: -80.280125),  Route carried "under" structure: State highway 91,  Year Built: 1987,  Structure Length: 11.77m (38.62ft),  Average Daily Traffic: 36,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: SR-91 (Fla's.Turnpike),  Facility Carried by Structure: SB I-95 (SR-9 )
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 22.182,  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: 33.7m (110.6ft)

Find on map >>   Show street view

Structure Number: 890122,  Location: 3mi S of Stuart exit Tpk. (Lat: 27.125089,  Lng: -80.279303),  Route carried "under" structure: County highway 713,  Year Built: 1987,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 28,200 (year 2003),  Truck Traffic: 7%,  Features Intersected: SR-91 (Fla's. Turnpike),  Facility Carried by Structure: NB I-95 (SR-9)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 22.246,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.3m (112.5ft)

Find on map >>   Show street view

Structure Number: 890122,  Location: 3mi S of Stuart exit Tpk. (Lat: 27.125089,  Lng: -80.279303),  Route carried "under" structure: State highway 91,  Year Built: 1987,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 36,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: SR-91 (Fla's. Turnpike),  Facility Carried by Structure: NB I-95 (SR-9)
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 22.246,  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: 34.3m (112.5ft)

Find on map >>   Show street view

Structure Number: 890159,  Location: Turnpike at Stuart exit. (Lat: 27.161389,  Lng: -80.304444),  Route carried "under" structure: State highway 91,  Year Built: 1999,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 36,000 (year 2010),  Truck Traffic: 10%,  Features Intersected: SR-91 (Fl. Tpk.),  Facility Carried by Structure: SR-714
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 2.695,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

Jump to a detailed profile or search site with Google Custom Search
Business Search - 14 Million verified businesses
Search for: near: 

Discuss this city on our hugely popular Florida forum

Back to: Palm City, FL, Florida, All US cities.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2014 Advameg, Inc.