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Bridge Statistics for Lake Worth, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lake Worth, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 37 Total length: 563 meters (1,847ft) Total average daily traffic: 1,310,129 Total average daily truck traffic: 84,308 National Bridge Inventory (NBI) Registered Bridges for Lake Worth
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 930073, Location: .4mi. East of Congress (Lat: 26.617128, Lng: -80.083750), Route carried "on" structure: State highway 802, Year Built: 1959, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 42,508 (year 2028), Design Load: HS 20, Features Intersected: Kellers Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.097, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 20 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 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, 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: April 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 930098, Location: 0.25mi W of S.R.-A1A (Lat: 26.675672, Lng: -80.040886), Route carried "on" structure: US 98, Year Built: 1950, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 12,700 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 22,035 (year 2028), Design Load: HS 15, Features Intersected: Lake Worth Tide Relief, Facility Carried by Structure: SR80(SouthernBlvd) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 38.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2006, Underwater Inspection Date: April 2006, Other Special Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930104, Location: Lake Ave / ICWW (Lat: 26.615400, Lng: -80.041339), Route carried "on" structure: State highway 802, Year Built: 1973, Status: Open, Structure Length: 47.73m (156.59ft), Average Daily Traffic: 6,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,972 (year 2028), Design Load: H 20, Features Intersected: Intracoastal Waterway Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.860, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 37.0m (121.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: June 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930107, Location: 0.5MI W OF I-95 (Lat: 26.628178, Lng: -80.078414), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 33,220 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 39,864 (year 2024), Design Load: HS 20, Features Intersected: LWDD E-4 CANAL, Facility Carried by Structure: 10TH AVE NORTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.011, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.1 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: 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: 930258, Location: LAKE WORTH (Lat: 26.636506, Lng: -80.068686), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 77,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 133,595 (year 2028), Design Load: HS 20+Mod, Features Intersected: North 17th Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.663, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930259, Location: LAKE WORTH (Lat: 26.636478, Lng: -80.068200), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 77,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 133,595 (year 2028), Design Load: HS 20+Mod, Features Intersected: North 17th avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.673, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 93026, Location: 10th Ave./I-95 (Lat: 26.627786, Lng: -80.067953), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 34,167 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 59,280 (year 2026), Design Load: HS 20, Features Intersected: I-95 (S.R. 9), Facility Carried by Structure: 10th Ave. North Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.076, Lanes on structure: 6, Lanes under structure: 6, 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: 30.7m (100.7ft), 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: 29.1m (95.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, 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: Bituminous Find on map >>
Structure Number: 930261, Location: 2mi. North of Lantana Rd. (Lat: 26.617069, Lng: -80.068611), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 70.04m (229.79ft), Average Daily Traffic: 78,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 135,330 (year 2028), Design Load: HS 20+Mod, Features Intersected: Lake Worth Rd (SR-802) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.845, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 25, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 18.2m (59.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930262, Location: 2mi. N of Lantana Rd. (Lat: 26.610689, Lng: -80.068356), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 69.98m (229.59ft), Average Daily Traffic: 78,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 135,330 (year 2028), Design Load: HS 20+Mod, Features Intersected: Lake Worth Rd. (SR-802) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.845, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 24, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930263, Location: 10 Ave North W of I-95 (Lat: 26.627764, Lng: -80.068681), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 34,167 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 59,280 (year 2026), Design Load: HS 20, Features Intersected: CSX RR, Facility Carried by Structure: 10th Ave. North Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.4m (83.3ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 32.8m (107.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93027, Location: 1.3mi So. of 10th Ave. N (Lat: 26.609206, Lng: -80.068864), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 77,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 134,463 (year 2028), Design Load: HS 20+Mod, Features Intersected: South 6th Ave. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.732, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930271, Location: 1.3mi So. of 10th Ave. N (Lat: 26.608669, Lng: -80.068400), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 77,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 134,463 (year 2028), Design Load: HS 20+Mod, Features Intersected: South 6th Ave. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.732, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930273, Location: N Lantana Rd. & S 6th Ave (Lat: 26.601497, Lng: -80.068783), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2004, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 77,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 134,463 (year 2028), Design Load: HS 20+Mod, Features Intersected: 12th Avenue South Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.825, Lanes on structure: 13, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 65.2m (213.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.4m (63.6ft), Curb-To-Curb Width: 65.2m (213.9ft), Out-to-Out Width: 66.8m (219.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930295, Location: SB I-95 / C-51 Canal (Lat: 26.646431, Lng: -80.068639), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 77,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 133,595 (year 2028), Design Load: HS 20, Features Intersected: C-51 Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.732, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Navigation Control: Yes ( Vertical Clearance: 1.7m (5.6ft), Horizontal Clearance: 21.4m (70.2ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930296, Location: NB I-95 / C-51 Canal (Lat: 26.645597, Lng: -80.068306), Route carried "on" structure: Interstate 95, Year Built: 1975, Status: Open, Structure Length: 8.03m (26.35ft), Average Daily Traffic: 77,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 133,595 (year 2028), Design Load: HS 20, Features Intersected: C-51 Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.732, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.7m (48.2ft), Navigation Control: Yes ( Vertical Clearance: 1.7m (5.6ft), Horizontal Clearance: 21.4m (70.2ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930318, Location: Lake Ave. / ICWW (Lat: 26.615489, Lng: -80.046161), Route carried "on" structure: State highway 802, Year Built: 1973, Status: Open, Structure Length: 47.73m (156.59ft), Average Daily Traffic: 6,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,972 (year 2028), Design Load: H 20, Features Intersected: Intracoastal Waterway Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.860, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 20, Length of Maximum Span: 37.0m (121.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: June 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930373, Location: .75 miles South of SR-882 (Lat: 26.644442, Lng: -80.056169), Route carried "on" structure: State highway 805, Year Built: 1985, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 29,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 50,315 (year 2028), Design Load: HS 20, Features Intersected: W.P.B. Canal (C-51) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.934, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.4m (63.6ft), Navigation Control: Yes ( Vertical Clearance: 1.6m (5.2ft), Horizontal Clearance: 11.3m (37.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.4m (63.6ft), Out-to-Out Width: 25.5m (83.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930458, Location: 1.3 mi So. of 10th Ave N. (Lat: 26.609167, Lng: -80.068889), Route carried "on" structure: Interstate 95, Year Built: 2007, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 179,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 155,716 (year 2028), Design Load: HS 20, Features Intersected: South 6th Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.732, Lanes on structure: 10, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.3m (178.1ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 54.3m (178.1ft), Out-to-Out Width: 55.8m (183.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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 Find on map >>
Structure Number: 93051, Location: NW Quad I-95/6th Ave S (Lat: 26.610556, Lng: -80.069167), Route carried "on" structure: Ramp Interstate 95, Year Built: 2006, Status: Open, Structure Length: 14.38m (47.18ft), Average Daily Traffic: 3,625 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 11,200 (year 2025), Design Load: HS 20, Features Intersected: Lake Worth Util Outfall Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 53.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930511, Location: NE Quad I-95/6th Ave. S (Lat: 26.610556, Lng: -80.069167), Route carried "on" structure: Ramp Interstate 95, Year Built: 2007, Structure Length: 7.98m (26.18ft), Average Daily Traffic: 3,625 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 11,200 (year 2026), Design Load: HS 20, Features Intersected: Lake Worth Util Outfall Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, 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 Find on map >>
Structure Number: 934302, Location: 0.6MI WEST OF I-95 (Lat: 26.609383, Lng: -80.077531), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 10,516 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 13,145 (year 2024), Design Load: HS 20, Features Intersected: LK OSBORNE DR&CENTER DR, Facility Carried by Structure: 6TH AVE SO. WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: 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: 934307, Location: 0.6MI W OF I-95 (Lat: 26.609261, Lng: -80.077569), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 10,989 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 13,736 (year 2024), Design Load: HS 20, Features Intersected: LK OSBORNE DR& CENTER DR, Facility Carried by Structure: 6TH AVE SO. EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: 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: 93494, Location: 0.5 MI WEST OF SR-809 (Lat: 26.498469, Lng: -80.131144), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,200 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 1,500 (year 2024), Features Intersected: LWDD E-3 CANAL, Facility Carried by Structure: PIPER'S GLEN ROAD Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93635, Location: 0.2 MI W/O I-95 (Lat: 26.636314, Lng: -80.071997), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 3,240 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 5,205 (year 2024), Design Load: HS 20, Features Intersected: LWDD E-4 CANAL, Facility Carried by Structure: KELLER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.2m (30.2ft) 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: High priority of replacement, 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: September 2006, Underwater Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 930258, Location: LAKE WORTH (Lat: 26.636506, Lng: -80.068686), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 100 (year 2000), Truck Traffic: 5%, Features Intersected: North 17th Avenue, Facility Carried by Structure: I-95 (SR-9) SB Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.8m (58.4ft) Find on map >>
Structure Number: 930259, Location: LAKE WORTH (Lat: 26.636478, Lng: -80.068200), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 100 (year 2000), Truck Traffic: 5%, Features Intersected: North 17th avenue, Facility Carried by Structure: I-95 (SR-9) NB Minimum Vertical Clearance: 4.38m (14.37ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.8m (58.4ft) Find on map >>
Structure Number: 93026, Location: 10th Ave./I-95 (Lat: 26.627786, Lng: -80.067953), Route carried "under" structure: Interstate 95, Year Built: 1975, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 154,000 (year 2006), Truck Traffic: 7%, Features Intersected: I-95 (S.R. 9), Facility Carried by Structure: 10th Ave. North Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 34.743, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.7m (100.7ft) Find on map >>
Structure Number: 930261, Location: 2mi. North of Lantana Rd. (Lat: 26.617069, Lng: -80.068611), Route carried "under" structure: US 802, Year Built: 1975, Structure Length: 70.04m (229.79ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 3%, Features Intersected: Lake Worth Rd (SR-802), Facility Carried by Structure: I-95 (SR-9) SB Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 13.601, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.1m (105.3ft) Find on map >>
Structure Number: 930262, Location: 2mi. N of Lantana Rd. (Lat: 26.610689, Lng: -80.068356), Route carried "under" structure: US 802, Year Built: 1975, Structure Length: 69.98m (229.59ft), Average Daily Traffic: 24,500 (year 2006), Truck Traffic: 3%, Features Intersected: Lake Worth Rd. (SR-802), Facility Carried by Structure: I-95 (SR-9) NB Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 13.631, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 93027, Location: 1.3mi So. of 10th Ave. N (Lat: 26.609206, Lng: -80.068864), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 1,200 (year 2003), Truck Traffic: 5%, Features Intersected: South 6th Ave., Facility Carried by Structure: I-95 (SR-9) SB Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.042, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 930271, Location: 1.3mi So. of 10th Ave. N (Lat: 26.608669, Lng: -80.068400), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 5.19m (17.03ft), Average Daily Traffic: 1,200 (year 2003), Truck Traffic: 5%, Features Intersected: South 6th Ave., Facility Carried by Structure: I-95 (SR-9) NB Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 2.074, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 930273, Location: N Lantana Rd. & S 6th Ave (Lat: 26.601497, Lng: -80.068783), Route carried "under" structure: City street , Year Built: 1975, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 6,000 (year 2003), Truck Traffic: 5%, Features Intersected: 12th Avenue South, Facility Carried by Structure: I-95 (SR-9) Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 13, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft) Find on map >>
Structure Number: 930458, Location: 1.3 mi So. of 10th Ave N. (Lat: 26.609167, Lng: -80.068889), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 1,200 (year 2003), Truck Traffic: 5%, Features Intersected: South 6th Ave, Facility Carried by Structure: I-95 (SR-9) Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 2.042, Lanes on structure: 10, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 934302, Location: 0.6MI WEST OF I-95 (Lat: 26.609383, Lng: -80.077531), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 2,290 (year 2004), Truck Traffic: 2%, Features Intersected: LK OSBORNE DR&CENTER DR, Facility Carried by Structure: 6TH AVE SO. WB Minimum Vertical Clearance: 3.51m (11.52ft), Kilometerpoint: 0.136, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 934302, Location: 0.6MI WEST OF I-95 (Lat: 26.609383, Lng: -80.077531), Route carried "under" structure: County highway , Year Built: 1977, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 2%, Features Intersected: LK OSBORNE DR&CENTER DR, Facility Carried by Structure: 6TH AVE SO. WB Minimum Vertical Clearance: 3.54m (11.61ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 934307, Location: 0.6MI W OF I-95 (Lat: 26.609261, Lng: -80.077569), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 2,290 (year 2004), Truck Traffic: 2%, Features Intersected: LK OSBORNE DR& CENTER DR, Facility Carried by Structure: 6TH AVE SO. EB Minimum Vertical Clearance: 3.54m (11.61ft), Kilometerpoint: 1.374, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Find on map >>
Structure Number: 934307, Location: 0.6MI W OF I-95 (Lat: 26.609261, Lng: -80.077569), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 2%, Features Intersected: LK OSBORNE DR& CENTER DR, Facility Carried by Structure: 6TH AVE SO. EB Minimum Vertical Clearance: 3.51m (11.52ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 14.3m (46.9ft) Discuss this city on our hugely popular Florida forum Back to: Lake Worth, FL, Florida, All US cities.
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