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

Find on map >>

Structure Number: 930001,  Location: Boynton Beach (Lat: 26.538892,  Lng: -80.057353),  Route carried "on" structure: US 1,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 21,500 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,303 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Boynton Canal C16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.287,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.6m (31.5ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 83.0 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: 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 2006,  Underwater Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930214,  Location: 0.25MI E OF US 1 (Lat: 26.514522,  Lng: -80.055669),  Route carried "on" structure: County highway 792,  Year Built: 1967,  Status: Open,  Structure Length: 13.90m (45.60ft),  Average Daily Traffic: 9,625 (year 2004),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,200 (year 2027),  Design Load: HS 20,  Features Intersected: INTRACOASTAL WATERWAY,  Facility Carried by Structure: WOOLBRIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.266,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 44.4m (145.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Other Special Inspection Date: May 2007,  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 930237,  Location: 0.7 mi. W of I-95 (Lat: 26.528028,  Lng: -80.084419),  Route carried "on" structure: State highway 804,  Year Built: 1968,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 31,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,785 (year 2028),  Design Load: HS 20,  Features Intersected: Lake Ida / Canal E-4,  Facility Carried by Structure: Boynton Bch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.048,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  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: May 2006,  Underwater Inspection Date: July 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 930285,  Location: Boyton Int. I-95 & SR 804 (Lat: 26.528775,  Lng: -80.073600),  Route carried "on" structure: State highway 804,  Year Built: 1975,  Status: Open,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 29,500 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,183 (year 2028),  Design Load: HS 20,  Features Intersected: I-95 (SR-9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.168,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 930287,  Location: I-95 over Boynton Canal (Lat: 26.538914,  Lng: -80.072742),  Route carried "on" structure: Interstate 95,  Year Built: 1975,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 85,500 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 148,343 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Boynton Canal (C-16)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.864,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.5m (198.5ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 60.5m (198.5ft),  Out-to-Out Width: 62.5m (205.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930289,  Location: W of SR 804/I-95 Interchg (Lat: 26.528739,  Lng: -80.074806),  Route carried "on" structure: State highway 804,  Year Built: 1975,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 44,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 77,208 (year 2028),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.047,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.4m (93.2ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 9303,  Location: W of I-95 on Woolbright (Lat: 26.514314,  Lng: -80.074356),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 42,125 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,087 (year 2026),  Design Load: HS 20,  Features Intersected: C.S. X. R/R,  Facility Carried by Structure: Woolbright Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.596,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930301,  Location: 1st I95 interchge S SR804 (Lat: 26.514353,  Lng: -80.072656),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 42,125 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 73,087 (year 2026),  Design Load: HS 20,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: Woolbright Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.764,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930302,  Location: 0.5MI W OF I-95 (Lat: 26.507497,  Lng: -80.078725),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 14,883 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,859 (year 2024),  Design Load: HS 20,  Features Intersected: LWDD E-4 CANAL,  Facility Carried by Structure: SW-23 AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.406,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930303,  Location: .75mi. E. of Congress Ave (Lat: 26.507614,  Lng: -80.076792),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 16,729 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,025 (year 2024),  Design Load: HS 20,  Features Intersected: C.S.X. Railroad,  Facility Carried by Structure: SW 23 AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.624,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930304,  Location: 1 mile South of SR-804 (Lat: 26.507622,  Lng: -80.075356),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 9.87m (32.38ft),  Average Daily Traffic: 15,024 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,067 (year 2026),  Design Load: HS 20,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: SW 23 AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.770,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 93037,  Location: 1 mi. S of Boynton Inlet (Lat: 26.527044,  Lng: -80.053975),  Route carried "on" structure: State highway 804,  Year Built: 2001,  Status: Open,  Structure Length: 10.82m (35.50ft),  Average Daily Traffic: 6,300 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,931 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: Intracoastal Waterway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.247,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 45.9m (150.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Other Special Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930428,  Location: 6.2 MILES SOUTH OF SR-802 (Lat: 26.527983,  Lng: -80.172400),  Route carried "on" structure: State highway 91,  Year Built: 1992,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 71,900 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 124,747 (year 2029),  Design Load: HS 20,  Features Intersected: SR 804 BOYNTON BCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.145,  Lanes on structure: 9,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 49.8m (163.4ft),  Out-to-Out Width: 52.0m (170.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930429,  Location: 6.2 MILES SOUTH OF SR-802 (Lat: 26.543056,  Lng: -80.172233),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1992,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 1,200 (year 2007),  Average Future Daily Traffic: 13,700 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: CANAL E-2-E(BOYN BC INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 93043,  Location: 6.2 MILES SOUTH OF SR-802 (Lat: 26.526397,  Lng: -80.172100),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1992,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 1,300 (year 2007),  Average Future Daily Traffic: 4,038 (year 2029),  Design Load: HS 20,  Features Intersected: CANAL E-2-E(BOYN BC INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.307,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  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: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930431,  Location: 6.2 MILES SOUTH OF SR-802 (Lat: 26.526533,  Lng: -80.173000),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1992,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 1,235 (year 2007),  Average Future Daily Traffic: 3,931 (year 2029),  Design Load: HS 20,  Features Intersected: CANAL E-2-W(BOYN BC INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930432,  Location: 6.2 MILES SOUTH OF SR-802 (Lat: 26.531100,  Lng: -80.173050),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1992,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 1,235 (year 2007),  Average Future Daily Traffic: 12,384 (year 2029),  Design Load: HS 20,  Features Intersected: CANAL E-2-W(BOYN BC INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.502,  Lanes on structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Underwater Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930433,  Location: 1.5mi. N of Boynton Blvd. (Lat: 26.550392,  Lng: -80.071100),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 32,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,520 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CSX RR,  Facility Carried by Structure: Gateway Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.097,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.8m (127.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 46.4m (152.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 72.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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

Find on map >>

Structure Number: 930434,  Location: 1.5mi. N. of Boynton Blvd (Lat: 26.550431,  Lng: -80.070492),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 32,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 55,520 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I-95 (S.R. 9),  Facility Carried by Structure: Gateway Blvd.
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 2.150,  Lanes on structure: 8,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.1m (108.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  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

Find on map >>

Structure Number: 930435,  Location: NB I-95 to Gateway Blvd (Lat: 26.548386,  Lng: -80.070211),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1992,  Status: Open,  Structure Length: 22.34m (73.29ft),  Average Daily Traffic: 1,200 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,000 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: None,  Facility Carried by Structure: NB SR 9 Exit Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.389,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  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

Find on map >>

Structure Number: 930438,  Location: 0.5 MILES WEST OF SR-809 (Lat: 26.527936,  Lng: -80.131139),  Route carried "on" structure: State highway 804,  Year Built: 1992,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 42,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,870 (year 2028),  Design Load: HS 20,  Features Intersected: LWDD E-3 CANAL,  Facility Carried by Structure: Boynton Bch Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.393,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 30.0m (98.4ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 930448,  Location: BOYNTON BCH WEST OF TPK (Lat: 26.527831,  Lng: -80.173092),  Route carried "on" structure: State highway 804,  Year Built: 1992,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 10,300 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,871 (year 2025),  Features Intersected: E-2-W canal,  Facility Carried by Structure: Boynton Bch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.124,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 20 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: May 2006,  Underwater Inspection Date: May 2006

Find on map >>

Structure Number: 930449,  Location: BOYNTON BCH EAST OF TPK (Lat: 26.528283,  Lng: -80.172058),  Route carried "on" structure: State highway 804,  Year Built: 1992,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 27,500 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,713 (year 2025),  Features Intersected: E-2-W canal,  Facility Carried by Structure: Boynton Bch Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.209,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 10 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: 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: May 2006,  Underwater Inspection Date: May 2006

Find on map >>

Structure Number: 93101,  Location: 0.7 MI NORTH OF SR-804 (Lat: 26.538889,  Lng: -80.172500),  Route carried "on" structure: State highway 91,  Year Built: 2006,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 70,900 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 120,100 (year 2029),  Design Load: HS 20,  Features Intersected: BOYNTON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.366,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 43.9m (144.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 43.9m (144.0ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.1 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 934344,  Location: 0.5MI W OF I-95 (Lat: 26.572272,  Lng: -80.080294),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 39,808 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 69,067 (year 2024),  Design Load: H 20,  Features Intersected: LAKEWOOD E4 CANAL,  Facility Carried by Structure: HYPOLUXO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.286,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: April 2006,  Underwater Inspection Date: April 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 934461,  Location: 0.2MI W OF I-95 (Lat: 26.514306,  Lng: -80.078533),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 13,020 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,275 (year 2024),  Design Load: HS 20,  Features Intersected: LWDD E-4 CANAL,  Facility Carried by Structure: SW 15TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.167,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: April 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 934468,  Location: 0.7MI W OF CONGRESS AVE. (Lat: 26.513261,  Lng: -80.102317),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 25,415 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,095 (year 2024),  Design Load: HS 20,  Features Intersected: QUAIL COVEY ROAD,  Facility Carried by Structure: Woolbright Road EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.705,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 934469,  Location: 0.7MI W OF CONGRESS AVE (Lat: 26.513397,  Lng: -80.102328),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 10,000 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,500 (year 2024),  Design Load: HS 20,  Features Intersected: QUAIL COVEY RD,  Facility Carried by Structure: Woolbright Road WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.705,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 93448,  Location: 0.4 MI E OF CONGRESS AVE. (Lat: 26.531761,  Lng: -80.084192),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Posted for load,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 11,860 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,825 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LWDD E-4 CANAL,  Facility Carried by Structure: OLD BOYNTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.850,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 14.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Other Special Inspection Date: August 2007,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>

Structure Number: 934487,  Location: 0.8MI W OF MILITARY TRAIL (Lat: 26.552867,  Lng: -80.130903),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 2,840 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,000 (year 2024),  Design Load: HS 20,  Features Intersected: LWDD E-3 CANAL,  Facility Carried by Structure: LE CHALET BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.9 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 934491,  Location: 0.8MI NORTH OF CR 804 (Lat: 26.539331,  Lng: -80.090706),  Route carried "on" structure: County highway 807,  Year Built: 1982,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2024),  Design Load: HS 20,  Features Intersected: BOYNTON CANAL C16,  Facility Carried by Structure: CONGRESS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.275,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  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: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 934499,  Location: 0.6MI NORTH OF SR-804 (Lat: 26.539328,  Lng: -80.064458),  Route carried "on" structure: County highway ,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 14,495 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,149 (year 2024),  Design Load: H 20,  Features Intersected: LWDD C-16 CANAL,  Facility Carried by Structure: SEACREST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.061,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 934914,  Location: 0.8MI N OF BOYNTON BCH B (Lat: 26.538856,  Lng: -80.106564),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,421 (year 2024),  Design Load: HS 20,  Features Intersected: BOYNTON CANAL C-16,  Facility Carried by Structure: LAWRENCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.831,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 20.0m (65.6ft)

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: 59.9 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 934942,  Location: 0.3MI E/O CONGRESS AVE. (Lat: 26.557228,  Lng: -80.085050),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 3.30m (10.83ft),  Average Daily Traffic: 1,125 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,406 (year 2024),  Design Load: HS 20,  Features Intersected: E-4 CANAL,  Facility Carried by Structure: MINER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.066,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Deck Structure Type: Concrete Precast Panels

Find on map >>

Structure Number: 9353,  Location: 0.4MI E OF CONGRESS AVE (Lat: 26.524361,  Lng: -80.084233),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Posted for load,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 2,600 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,338 (year 2027),  Design Load: HS 20,  Features Intersected: LWDD E-4 CANAL,  Facility Carried by Structure: WEST OCEAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 68.0 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 935301,  Location: 0.1MI S OF OLD BOYNTON (Lat: 26.531275,  Lng: -80.083592),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,000 (year 2025),  Features Intersected: SUBDIVISION CANAL,  Facility Carried by Structure: CORAL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 25.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Other Special Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 935302,  Location: 0.1MI S OF OLD BOYNTON (Lat: 26.531256,  Lng: -80.084972),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 364 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 607 (year 2025),  Features Intersected: SUBDIVISION CANAL,  Facility Carried by Structure: VENICE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 935303,  Location: 200FT N of NW 22ND STR (Lat: 26.486439,  Lng: -80.078811),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 416 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 694 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL N. END LAKE IDA,  Facility Carried by Structure: S. LAKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 935304,  Location: 100FT W of S LAKE DR (Lat: 26.490072,  Lng: -80.080903),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 728 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,215 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL N. END LAKE IDA,  Facility Carried by Structure: S. DIANE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 935305,  Location: 100FT E OF SOUTH LAKE DR (Lat: 26.412131,  Lng: -80.078014),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 936 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,562 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL E-4,  Facility Carried by Structure: MISSION HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 935306,  Location: 150 FT E of SW 10TH ST (Lat: 26.507103,  Lng: -80.078725),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 101 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2027),  Design Load: HS 20,  Features Intersected: LAKE IDA CANAL,  Facility Carried by Structure: SW 22ND WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Other Special Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 935307,  Location: 0.3MI E OF CONGRESS BLVD (Lat: 26.546797,  Lng: -80.085800),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 5,185 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,200 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL E-4,  Facility Carried by Structure: GATEWAY BLVD (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.475,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Deck Structure Type: Concrete Precast Panels

Find on map >>

Structure Number: 935308,  Location: 0.3MI E OF CONGRESS BLVD (Lat: 26.546622,  Lng: -80.085794),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 5,185 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,200 (year 2027),  Design Load: HS 20,  Features Intersected: CANAL E-4,  Facility Carried by Structure: GATEWAY BLVD (EB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.475,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Deck Structure Type: Concrete Precast Panels

Find on map >>

Structure Number: 930285,  Location: Boyton Int. I-95 & SR 804 (Lat: 26.528775,  Lng: -80.073600),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 171,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: S.R.804 (NW 2 AVE)
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 23.735,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>

Structure Number: 930301,  Location: 1st I95 interchge S SR804 (Lat: 26.514353,  Lng: -80.072656),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 8.28m (27.17ft),  Average Daily Traffic: 158,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: Woolbright Road
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 22.135,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

Find on map >>

Structure Number: 930304,  Location: 1 mile South of SR-804 (Lat: 26.507622,  Lng: -80.075356),  Route carried "under" structure: Interstate 95,  Year Built: 1975,  Structure Length: 9.87m (32.38ft),  Average Daily Traffic: 158,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: SW 23 AVE.
Minimum Vertical Clearance: 0.62m (2.03ft),  Kilometerpoint: 21.335,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

Find on map >>

Structure Number: 930428,  Location: 6.2 MILES SOUTH OF SR-802 (Lat: 26.527983,  Lng: -80.172400),  Route carried "under" structure: State highway 804,  Year Built: 1992,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 38,000 (year 2007),  Truck Traffic: 4%,  Features Intersected: SR 804 BOYNTON BCH BLVD,  Facility Carried by Structure: SR91 N/S TPK 86.95
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 3.243,  Lanes on structure: 9,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)