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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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)

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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)

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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)

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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)

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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)

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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)