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Bridge Statistics for Port St. Lucie, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 18Number of bridges
  • 276ft / 84mTotal length
  • 259,438Total average daily traffic
  • 31,309Total average daily truck traffic
  • 321,335Total future (year 2038) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Port St. Lucie
  • No street view available for this location

New bridges in Port St. Lucie, FL - historical statistics
  • New bridges - historical statistics
  • 31950-1959
  • 21960-1969
  • 101980-1989
  • 32000-2009
Reconstructed bridges in Port St. Lucie, FL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 01990-1999
  • 32000-2009
Average Bridge Daily Traffic in Port St. Lucie, FL
Average Bridge Truck Traffic in Port St. Lucie, FL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 53.3%Very good
  • 40.0%Good
  • 6.7%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 46.7%Very good
  • 46.7%Good
  • 6.7%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 46.7%Very good
  • 26.7%Good
  • 26.7%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Very good
  • 33.3%Good
  • 25.0%Satisfactory
  • 8.3%Fair
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Structure Number: 890108,  Location: SB I-95 / SR-714 (Lat: 27.161961,  Lng: -80.391042),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 28,500 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 49,448 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S.R. 714
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.796,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890108,  Location: SB I-95 / SR-714 (Lat: 27.161961,  Lng: -80.391042),  Route carried "under" structure: State highway 714,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2016),  Truck Traffic: 14%,  Features Intersected: S.R. 714,  Facility Carried by Structure: SB I-95 (SR 9)
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 9.006,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 890109,  Location: NB I-95 / SR 714 (Lat: 27.161358,  Lng: -80.389158),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 28,500 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 49,448 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: S. R. 714
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.781,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 61.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890109,  Location: NB I-95 / SR 714 (Lat: 27.161358,  Lng: -80.389158),  Route carried "under" structure: State highway 714,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 12,900 (year 2016),  Truck Traffic: 13%,  Features Intersected: S. R. 714,  Facility Carried by Structure: NB I-95 (SR-9)
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 9.148,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 89011,  Location: 2mi. N of SR714 on I95 (Lat: 27.206281,  Lng: -80.400808),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.26m (30.38ft),  Average Daily Traffic: 31,669 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,946 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: C-23 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.846,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 166.0m (544.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2016,  Underwater Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 890111,  Location: 2mi.N of SR714 on I95 (Lat: 27.205425,  Lng: -80.400253),  Route carried "on" structure: Interstate 95,  Year Built: 1984,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.26m (30.38ft),  Average Daily Traffic: 31,669 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,946 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: C-23 Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.846,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 166.0m (544.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2016,  Underwater Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 89406,  Location: 0.2MILE S OF SW BECKER RD (Lat: 27.205556,  Lng: -80.371944),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 2,000 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2038),  Design Load: HL 93,  Features Intersected: C-23 CANAL,  Facility Carried by Structure: CITRUS BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.737,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2018,  Underwater Inspection Date: January 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 940026,  Location: AT MARTIN COUNTY LINE (Lat: 27.206289,  Lng: -80.481406),  Route carried "on" structure: County highway 609,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.54m (1.77ft),  Average Daily Traffic: 2,300 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,991 (year 2039),  Design Load: HS 20,  Features Intersected: COUNTY LINE CANAL C-23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 69.0m (226.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.8 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: 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 2017,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 940027,  Location: 1.1 MILES NORTH OF SR-70 (Lat: 27.396331,  Lng: -80.472711),  Route carried "on" structure: County highway 609A,  Year Built: 1956,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,000 (year 2039),  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.497,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.6m (2.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 2.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2017,  Underwater Inspection Date: January 2017,  Other Special Inspection Date: January 2018,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 94003,  Location: 0.3MI N OF CR-712 (Lat: 27.379750,  Lng: -80.448281),  Route carried "on" structure: County highway 712A,  Year Built: 1952,  Status: Posted for load-capacity,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 300 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2039),  Design Load: H 10,  Features Intersected: TEN MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 940038,  Location: 0.8 MI S OF SR-70 (Lat: 27.389628,  Lng: -80.440083),  Route carried "on" structure: County highway 712B,  Year Built: 1956,  Status: Posted for load-capacity,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 300 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2039),  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: ELEVEN MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 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: 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 2017,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 940069,  Location: 5.2MI S of CR-712 (Lat: 27.320333,  Lng: -80.453375),  Route carried "on" structure: County highway 709,  Year Built: 1960,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 3,600 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 4,400 (year 2039),  Design Load: H 20,  Features Intersected: CANAL C-24,  Facility Carried by Structure: GLADES CUTOFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.919,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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 2017,  Underwater Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 940119,  Location: 7.0 mi. W of FL Turnpike (Lat: 27.373542,  Lng: -80.497283),  Route carried "on" structure: State highway 70,  Year Built: 1986,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 3,250 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,639 (year 2038),  Design Load: HS 20,  Features Intersected: Header Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.858,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable 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: November 2016,  Underwater Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 94012,  Location: 3.9 mi. W of FL Turnpike (Lat: 27.394167,  Lng: -80.458547),  Route carried "on" structure: State highway 70,  Year Built: 1984,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,510 (year 2038),  Design Load: HS 20,  Features Intersected: Ten Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.553,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.5 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: 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: November 2016,  Underwater Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 940133,  Location: 5.5mi. S of SR70 / I-95 (Lat: 27.311397,  Lng: -80.414783),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 34,500 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,858 (year 2038),  Design Load: HS 20,  Features Intersected: SR-9 (I-95),  Facility Carried by Structure: St Lucie West Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.038,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 940133,  Location: 5.5mi. S of SR70 / I-95 (Lat: 27.311397,  Lng: -80.414783),  Route carried "under" structure: Interstate 95,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 64,500 (year 2016),  Truck Traffic: 11%,  Features Intersected: SR-9 (I-95),  Facility Carried by Structure: St Lucie West Blvd
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 12.509,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 940154,  Location: 7 MI W of FL TPK SR91 (Lat: 27.373083,  Lng: -80.497639),  Route carried "on" structure: State highway 70,  Year Built: 2008,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 3,250 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,639 (year 2038),  Design Load: HL 93,  Features Intersected: Header Creek Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.858,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 3.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: November 2016,  Underwater Inspection Date: August 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 940156,  Location: 3.9 MI W of FL Tpk SR 91 (Lat: 27.394167,  Lng: -80.458278),  Route carried "on" structure: State highway 70,  Year Built: 2008,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 2,600 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 4,510 (year 2038),  Design Load: HL 93,  Features Intersected: Ten Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.599,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: November 2016,  Underwater Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place
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