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

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Structure Number: 700101,  Location: 0.4 Mi N of Grant Rd. (Lat: 27.931667,  Lng: -80.605000),  Route carried "on" structure: Interstate 9,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 39,990 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 69,383 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.398,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 11 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: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Underwater Inspection Date: March 2007

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Structure Number: 70016,  Location: Babcock Street over I-95 (Lat: 27.983333,  Lng: -80.621667),  Route carried "on" structure: County highway 507,  Year Built: 1969,  Status: Open,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 21,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,435 (year 2027),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: Babcock Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.824,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 12.37m (40.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $134,000,  Total Project Cost: $401,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700185,  Location: SR-507 NB-Tillman Canal (Lat: 28.012900,  Lng: -80.622067),  Route carried "on" structure: State highway 507,  Year Built: 1962,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 17,250 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,929 (year 2028),  Design Load: H 20,  Features Intersected: Tillman Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Underwater Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700188,  Location: CR-516 - I-95 (Lat: 28.035000,  Lng: -80.661667),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 37,501 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,001 (year 2025),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: CR-516
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.4m (106.3ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704075,  Location: 2.4 mi S of SR-9 (Lat: 28.013667,  Lng: -80.681028),  Route carried "on" structure: County highway 509,  Year Built: 1985,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 16,747 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,426 (year 2024),  Design Load: HS 20,  Features Intersected: Tillman Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.605,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704143,  Location: Minton Road-I-95 (Lat: 28.048611,  Lng: -80.671222),  Route carried "on" structure: County highway 509,  Year Built: 1992,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 28,386 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 49,250 (year 2024),  Design Load: HS 20,  Features Intersected: I - 95,  Facility Carried by Structure: Minton Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.528,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.2m (118.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70415,  Location: 1.35 mi North of SR-516 (Lat: 28.052667,  Lng: -80.592333),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 6,724 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,800 (year 2028),  Design Load: H 20,  Features Intersected: F.E.C. Railroad,  Facility Carried by Structure: Robt J Conla Bl WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704151,  Location: 1.35 Mi North of SR-516 (Lat: 28.052667,  Lng: -80.592333),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 6,193 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,157 (year 2028),  Design Load: H 20,  Features Intersected: F.E.C. Railroad,  Facility Carried by Structure: Robt J Conla Bl EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.218,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704256,  Location: 10ft. E of Minton Road (Lat: 27.996028,  Lng: -80.671667),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,226 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,417 (year 2024),  Design Load: HS 20,  Features Intersected: C-37 Canal,  Facility Carried by Structure: Palm Bay Library
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 705906,  Location: 1 mi North of Malabar Rd (Lat: 28.013333,  Lng: -80.645000),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 7,896 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,128 (year 2024),  Design Load: HS 20,  Features Intersected: Melbourne-Tillman Canal,  Facility Carried by Structure: Emerson Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.123,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Underwater Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 705907,  Location: 0.5 mi N of Malabar Road (Lat: 28.006667,  Lng: -80.661667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,810 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,091 (year 2024),  Design Load: HS 20,  Features Intersected: Tillman Canal,  Facility Carried by Structure: Eldron Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705908,  Location: 0.5 mi N of Malabar Road (Lat: 28.006667,  Lng: -80.671667),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 716 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 828 (year 2024),  Design Load: HS 20,  Features Intersected: Tillman Canal,  Facility Carried by Structure: Aviation Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705909,  Location: 0.9 mi N of Malabar Road (Lat: 28.013333,  Lng: -80.696667),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 9,633 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,174 (year 2024),  Design Load: HS 20,  Features Intersected: Melbourne Tillman Canal,  Facility Carried by Structure: Jupiter Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.703,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.9m (42.3ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70591,  Location: 1.6 miles East of SR-507 (Lat: 28.016667,  Lng: -80.596667),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 5,975 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,812 (year 2024),  Features Intersected: Turkey Creek,  Facility Carried by Structure: Port Malabar EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 40.6 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: High priority of corrective action,  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: March 2006,  Underwater Inspection Date: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705911,  Location: 1.6 miles East of SR-507 (Lat: 28.016667,  Lng: -80.596667),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 5,618 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,543 (year 2025),  Features Intersected: Turkey Creek,  Facility Carried by Structure: Port Malabar WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.323,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2006,  Underwater Inspection Date: March 2007,  Other Special Inspection Date: March 2007,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $750,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705912,  Location: At Minton Road Intersectn (Lat: 27.987386,  Lng: -80.671667),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 8,929 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,319 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-37,  Facility Carried by Structure: Jupiter Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.758,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705913,  Location: 0.2 mi S of Jupiter Blvd (Lat: 27.983333,  Lng: -80.666667),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 1,394 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,612 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-48,  Facility Carried by Structure: Caballero Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705914,  Location: 0.2 mi S of Jupiter Road (Lat: 28.000000,  Lng: -80.661667),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 6,298 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,279 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-48,  Facility Carried by Structure: Eldron Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705915,  Location: 0.2 mi S of Cocoa Street (Lat: 27.976667,  Lng: -80.683333),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 439 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 508 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-47,  Facility Carried by Structure: Brittan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705916,  Location: 0.6 mi S of Jupiter Blvd (Lat: 27.976667,  Lng: -80.661667),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.20m (7.22ft),  Average Daily Traffic: 6,062 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,032 (year 2024),  Design Load: HS 20,  Features Intersected: Canal C-47,  Facility Carried by Structure: Eldron Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.358,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705917,  Location: 200 ft S.of Breakwater St (Lat: 27.970000,  Lng: -80.661667),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,689 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,420 (year 2024),  Design Load: H 20,  Features Intersected: Canal C-46,  Facility Carried by Structure: Eldron Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.547,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705918,  Location: 100 ft E of Minton Road (Lat: 28.028333,  Lng: -80.671667),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 3,767 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,408 (year 2024),  Design Load: HS 20,  Features Intersected: C-37 Canal,  Facility Carried by Structure: Americana Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: March 2006,  Underwater Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705953,  Location: 0.1 mi E of Minton Rd (Lat: 27.998333,  Lng: -80.671667),  Route carried "on" structure: County highway 514,  Year Built: 1972,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 11,321 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,132 (year 2024),  Design Load: HS 20,  Features Intersected: Melb Tillman Canal 37,  Facility Carried by Structure: Malabar Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.071,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70016,  Location: Babcock Street over I-95 (Lat: 27.983333,  Lng: -80.621667),  Route carried "under" structure: Interstate 9,  Year Built: 1969,  Structure Length: 12.37m (40.58ft),  Average Daily Traffic: 37,534 (year 2006),  Truck Traffic: 21%,  Features Intersected: I-95,  Facility Carried by Structure: Babcock Street
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 1.988,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 700188,  Location: CR-516 - I-95 (Lat: 28.035000,  Lng: -80.661667),  Route carried "under" structure: Interstate 9,  Year Built: 1988,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 57,500 (year 2006),  Truck Traffic: 18%,  Features Intersected: I-95,  Facility Carried by Structure: CR-516
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.4m (106.3ft)

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Structure Number: 704143,  Location: Minton Road-I-95 (Lat: 28.048611,  Lng: -80.671222),  Route carried "under" structure: Interstate 95,  Year Built: 1992,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 58,000 (year 2002),  Truck Traffic: 17%,  Features Intersected: I - 95,  Facility Carried by Structure: Minton Rd
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 2.835,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)