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Bridge Statistics for West Palm Beach, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: West Palm Beach, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 122
Total length: 2,434 meters (7,986ft) Total costs: $50,000 Total average daily traffic: 4,492,565 Total average daily truck traffic: 291,984 National Bridge Inventory (NBI) Registered Bridges for West Palm Beach
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 930053, Location: .25m W of US-1 on US-98 (Lat: 26.675756, Lng: -80.059994), Route carried "on" structure: US 98, Year Built: 1939, Year Reconstructed: 1979, Status: Open, Structure Length: 35.71m (117.16ft), Average Daily Traffic: 11,300 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 19,606 (year 2032), Design Load: H 20, Features Intersected: FEC RR & Georgia Ave. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.017, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 36, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 930097, Location: .5MI W of A1A & E of SR-5 (Lat: 26.675447, Lng: -80.048397), Route carried "on" structure: State highway 80, Year Built: 1950, Status: Open, Structure Length: 29.17m (95.70ft), Average Daily Traffic: 10,900 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 18,912 (year 2033), Design Load: H 15, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Southern Boulevard Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 34.170, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 24.4m (80.1ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 22, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 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: 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: September 11, Critical Feature Inspection Date: September 11, Underwater Inspection Date: September 11, Other Special Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930142, Location: WEST PALM BEACH INTERCH. (Lat: 26.710981, Lng: -80.138756), Route carried "on" structure: Ramp State highway 91, Year Built: 1956, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 29,000 (year 2011), Average Future Daily Traffic: 42,315 (year 2033), Design Load: HS 20+Mod, Features Intersected: SR 91 TPK(OKEECH BV INT) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.443, Lanes on structure: 2, Lanes under structure: 5, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $50,000, Total Project Cost: $50,000, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930183, Location: .7mi. E of Congress Ave. (Lat: 26.706175, Lng: -80.075242), Route carried "on" structure: State highway 704, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 27,750 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 48,146 (year 2032), Design Load: HS 20, Features Intersected: I-95 (SR-9) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.397, Lanes on structure: 4, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 0.0m, Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 93019, Location: 1mi N of Belvedere Rd. (Lat: 26.700244, Lng: -80.072172), Route carried "on" structure: Interstate 95, Year Built: 1974, Year Reconstructed: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 189,000 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 327,915 (year 2033), Design Load: HS 20, Features Intersected: Drainage Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.119, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.8m (130.6ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 11, Underwater Inspection Date: Febuary 11 Find on map >> Show street view
Structure Number: 93021, Location: .7mi. E of Congress Ave. (Lat: 26.705933, Lng: -80.076083), Route carried "on" structure: State highway 704, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 27,750 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 48,146 (year 2032), Design Load: HS 20, Features Intersected: I-95 (SR-9) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.397, Lanes on structure: 4, Lanes under structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 24.1m (79.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930232, Location: Flagler Memorial Bridge (Lat: 26.718194, Lng: -80.049361), Route carried "on" structure: Ramp State highway A1A, Year Built: 1966, Status: Open, Structure Length: 23.50m (77.10ft), Average Daily Traffic: 1,125 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2032), Design Load: HS 20, Features Intersected: ICWW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 21, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 10, Underwater Inspection Date: June 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 930233, Location: Flagler Memorial Bridge (Lat: 26.718069, Lng: -80.049361), Route carried "on" structure: Ramp State highway A1A, Year Built: 1966, Status: Open, Structure Length: 23.41m (76.80ft), Average Daily Traffic: 1,025 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,140 (year 2032), Design Load: HS 20, Features Intersected: ICWW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 21, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 10, Underwater Inspection Date: June 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 930235, Location: 3.0 MI NORTH OF SR-704 (Lat: 26.751739, Lng: -80.134350), Route carried "on" structure: State highway 91, Year Built: 1956, Year Reconstructed: 1991, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 57,200 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 99,242 (year 2033), Design Load: HS 20+Mod, Features Intersected: LOXAHATCHEE WPB CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.121, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930291, Location: Between SR882 & SR80 (Lat: 26.666228, Lng: -80.071239), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2008, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 97,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 169,163 (year 2032), Design Load: HS 20+Mod, Features Intersected: Summit Boulevard Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.039, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 31.5m (103.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: September 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930292, Location: Between SR 80 & SR 882 (Lat: 26.665747, Lng: -80.070772), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2008, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 97,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 169,163 (year 2032), Design Load: HS 20+Mod, Features Intersected: Summit Boulevard Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.039, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 34.3m (112.5ft), Out-to-Out Width: 35.2m (115.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: September 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930294, Location: I-95 / Forest Hill (Lat: 26.655139, Lng: -80.069272), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2008, Status: Open, Structure Length: 5.34m (17.52ft), Average Daily Traffic: 193,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 335,723 (year 2032), Design Load: HS 20+Mod, Features Intersected: Forest Hill Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.845, Lanes on structure: 10, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.9m (180.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 54.9m (180.1ft), Out-to-Out Width: 55.8m (183.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930367, Location: .5mi East US1 Lakeworth (Lat: 26.644167, Lng: -80.052406), Route carried "on" structure: US 5, Year Built: 1984, Status: Open, Structure Length: 4.89m (16.04ft), Average Daily Traffic: 8,500 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 14,748 (year 2033), Design Load: HS 20, Features Intersected: Palm Beach Canal C-51 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.827, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Navigation Control: Yes ( Vertical Clearance: 3.5m (11.5ft), Horizontal Clearance: 15.4m (50.5ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.3m (53.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.0 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: 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: April 11, Underwater Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930417, Location: SR-704 Over SR-91 (Lat: 26.707825, Lng: -80.140653), Route carried "on" structure: State highway 704, Year Built: 1989, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 24,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 42,508 (year 2032), Design Load: H 10, Features Intersected: SR-91 Turnpike, Facility Carried by Structure: WB Okee. Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.918, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930418, Location: SR-704 Over SR-91 (Lat: 26.707503, Lng: -80.141689), Route carried "on" structure: State highway 704, Year Built: 1991, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 24,500 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 42,508 (year 2032), Design Load: HS 20, Features Intersected: SR-91 Turnpike, Facility Carried by Structure: EB Okee. Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.918, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.2m (102.4ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930461, Location: SR 80/ I-95 interchange (Lat: 26.676389, Lng: -80.070556), Route carried "on" structure: US 98, Year Built: 2006, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: Stub Canal & S.F.R.C., Facility Carried by Structure: WB SR 80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.886, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.0m (134.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 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: 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, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930462, Location: SR 80 / I-95 interchange (Lat: 26.676389, Lng: -80.069444), Route carried "on" structure: US 98, Year Built: 2006, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: I-95 (SR 9), Facility Carried by Structure: WB S.R. 80 Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 32.010, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.0m (134.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 23.4m (76.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930469, Location: I-95 SR 704 interchange (Lat: 26.710278, Lng: -80.075278), Route carried "on" structure: Ramp Interstate 95, Year Built: 2001, Status: Open, Structure Length: 26.31m (86.32ft), Average Daily Traffic: 9,500 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 16,483 (year 2032), Design Load: HS 20+Mod, Features Intersected: I-95 & SR-704 Okeechobee Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.196, Lanes on structure: 1, Lanes under structure: 19, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 64.3m (211.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 11, Critical Feature Inspection Date: October 11, Other Special Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 93047, Location: Port of Palm Beach (Lat: 26.782222, Lng: -80.091111), Route carried "on" structure: US 1, Year Built: 2000, Status: Open, Structure Length: 57.91m (189.99ft), Average Daily Traffic: 21,000 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 36,435 (year 2034), Design Load: HS 20+Mod, Features Intersected: SR-710 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.230, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930477, Location: .7mi. N of Southern Blvd. (Lat: 26.693611, Lng: -80.067500), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 16.20m (53.15ft), Average Daily Traffic: 11,500 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 19,953 (year 2032), Design Load: HS 20+Mod, Features Intersected: Belvedere Rd to SB I-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.183, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Length of Maximum Span: 72.5m (237.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930478, Location: Just No. of Southern Blvd (Lat: 26.679653, Lng: -80.069069), Route carried "on" structure: Ramp Interstate 95, Year Built: 2003, Status: Open, Structure Length: 16.10m (52.82ft), Average Daily Traffic: 11,500 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 19,953 (year 2032), Design Load: HS 20+Mod, Features Intersected: NB I-95 to Belvedere Rd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Length of Maximum Span: 73.0m (239.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930479, Location: I-95/PBIA Interchange (Lat: 26.690000, Lng: -80.071667), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 53.60m (175.85ft), Average Daily Traffic: 14,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 25,158 (year 2032), Features Intersected: Australian Avenue Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 1.167, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 9, Length of Maximum Span: 65.0m (213.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Inspection Date: January 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 93048, Location: PBIA Interchange (Lat: 26.686667, Lng: -80.076111), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 59.65m (195.70ft), Average Daily Traffic: 3,400 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,899 (year 2032), Features Intersected: Australian Ave. / Canal Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.108, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 12, Length of Maximum Span: 66.0m (216.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930481, Location: I-95 / Belvedere Rd. (Lat: 26.691186, Lng: -80.067403), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 51.88m (170.21ft), Average Daily Traffic: 3,800 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,593 (year 2032), Features Intersected: Ramps A&G/BelvedereRd/RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.381, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 11, Length of Maximum Span: 61.7m (202.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930482, Location: PBIA Interchange (Lat: 26.685833, Lng: -80.067500), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 89.65m (294.13ft), Average Daily Traffic: 3,500 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 6,073 (year 2032), Features Intersected: I-95 Rmp A C D G & CSXRR Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.269, Lanes on structure: 1, Lanes under structure: 14, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 19, Length of Maximum Span: 62.6m (205.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930483, Location: PBIA/I-95 Interchange (Lat: 26.689878, Lng: -80.071381), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 100.57m (329.95ft), Average Daily Traffic: 3,400 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 5,899 (year 2032), Features Intersected: I-95, Ramps & CSXRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.707, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 21, Length of Maximum Span: 61.5m (201.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930484, Location: I-95 / Belvedere Rd. (Lat: 26.683333, Lng: -80.066667), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 46.33m (152.00ft), Average Daily Traffic: 2,300 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 3,991 (year 2032), Features Intersected: Ramps A, G & C.S.X. RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 10, Length of Maximum Span: 55.0m (180.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930485, Location: North of Belvedere Rd. (Lat: 26.693611, Lng: -80.067500), Route carried "on" structure: Ramp Interstate 95, Year Built: 2003, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 5,800 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 10,063 (year 2032), Design Load: HS 20+Mod, Features Intersected: Mercer Ave./CSX RR/Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 56.0m (183.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930486, Location: 1 mi. N. of SR 80 (Lat: 26.690233, Lng: -80.066450), Route carried "on" structure: Interstate 95, Year Built: 2004, Status: Open, Structure Length: 5.95m (19.52ft), Average Daily Traffic: 95,250 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 165,259 (year 2032), Design Load: HS 20+Mod, Features Intersected: Belvedere Road Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 41.840, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 59.5m (195.2ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930487, Location: 1 mi. N. of SR 80 (Lat: 26.691211, Lng: -80.067233), Route carried "on" structure: Interstate 95, Year Built: 2004, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 95,250 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 165,259 (year 2032), Design Load: HS 20+Mod, Features Intersected: Belvedere Road Minimum Vertical Clearance: 7.22m (23.69ft), Kilometerpoint: 41.840, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 61.8m (202.8ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930488, Location: .25 Mi. N of Belvedere Rd (Lat: 26.693469, Lng: -80.067506), Route carried "on" structure: Interstate 95, Year Built: 2004, Status: Open, Structure Length: 10.60m (34.78ft), Average Daily Traffic: 95,250 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 165,259 (year 2032), Design Load: HS 20+Mod, Features Intersected: Mercer Ave. & CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.121, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.8m (94.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 61.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930489, Location: .25 Mi. N of Belvedere Rd (Lat: 26.694006, Lng: -80.068531), Route carried "on" structure: Interstate 95, Year Built: 2004, Status: Open, Structure Length: 10.60m (34.78ft), Average Daily Traffic: 95,250 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 165,259 (year 2032), Design Load: HS 20+Mod, Features Intersected: Mercer Ave. & CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.121, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.8m (94.5ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 28.8m (94.5ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 61.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930494, Location: I-95 / Belvedere Rd. (Lat: 26.693914, Lng: -80.068656), Route carried "on" structure: Ramp Interstate 95, Year Built: 2004, Status: Open, Structure Length: 10.40m (34.12ft), Average Daily Traffic: 3,800 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 6,593 (year 2032), Design Load: HS 20+Mod, Features Intersected: Mercer Ave. & CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.053, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.0m (170.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.2 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: 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: October 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930506, Location: Between SRA1A&SR80 Cswys. (Lat: 26.706111, Lng: -80.044444), Route carried "on" structure: State highway 704, Year Built: 2004, Status: Open, Structure Length: 33.26m (109.12ft), Average Daily Traffic: 9,400 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 16,309 (year 2033), Design Load: HS 20+Mod, Features Intersected: Intracoastal Waterway Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 15.282, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 61.7m (202.4ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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: 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: November 10, Critical Feature Inspection Date: November 10, Underwater Inspection Date: November 10, Other Special Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930507, Location: Between SRA1A&SR80 Cswys. (Lat: 26.706111, Lng: -80.048056), Route carried "on" structure: State highway 704, Year Built: 2004, Status: Open, Structure Length: 33.26m (109.12ft), Average Daily Traffic: 11,000 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 19,085 (year 2033), Design Load: HS 20+Mod, Features Intersected: Intracoastal Waterway Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 15.278, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 38.1m (125.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 61.7m (202.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 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: 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: November 10, Critical Feature Inspection Date: November 10, Underwater Inspection Date: November 10, Other Special Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 93052, Location: 1 mi. S of SR710 overpass (Lat: 26.759167, Lng: -80.091667), Route carried "on" structure: Interstate 95, Year Built: 2007, Status: Open, Structure Length: 5.78m (18.96ft), Average Daily Traffic: 152,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 264,588 (year 2032), Features Intersected: CR 702 (45th St.) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.287, Lanes on structure: 10, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.3m (178.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 54.3m (178.1ft), Out-to-Out Width: 55.8m (183.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930524, Location: SR 80/ I-95 interchange (Lat: 26.676111, Lng: -80.071389), Route carried "on" structure: US 98, Year Built: 2006, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: Stub Canal & S.F.R.C., Facility Carried by Structure: EB SR 80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.886, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.0m (134.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 27.4m (89.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 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: 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, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930528, Location: Between SR704&12th Street (Lat: 26.713611, Lng: -80.083611), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 16,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 27,760 (year 2032), Features Intersected: I-95 (SR-9), Facility Carried by Structure: Congress Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 4, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.7m (110.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930529, Location: North of P. Beach Airport (Lat: 26.698889, Lng: -80.071667), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 25,000 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 43,375 (year 2032), Features Intersected: I-95 ( S.R.9), Facility Carried by Structure: Australian Ave. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.749, Lanes on structure: 6, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 34.2m (112.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable 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: June 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 93053, Location: 1 mi. north of SR 704 (Lat: 26.718889, Lng: -80.090000), Route carried "on" structure: Interstate 95, Year Built: 2007, Status: Open, Structure Length: 6.45m (21.16ft), Average Daily Traffic: 82,514 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 143,162 (year 2032), Features Intersected: Palm Beach Lakes Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.760, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 54.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior 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: March 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930531, Location: 1 mi. north of SR 704 (Lat: 26.718889, Lng: -80.089167), Route carried "on" structure: Interstate 95, Year Built: 2009, Status: Open, Structure Length: 6.45m (21.16ft), Average Daily Traffic: 89,250 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 154,849 (year 2032), Features Intersected: Palm Beach Lake Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.808, Lanes on structure: 5, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.8m (91.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior 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: March 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 930539, Location: SR 80 / I-95 Interchange (Lat: 26.676111, Lng: -80.070000), Route carried "on" structure: US 98, Year Built: 2006, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 23,750 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 41,206 (year 2032), Design Load: HS 20, Features Intersected: I-95 (SR 9), Facility Carried by Structure: EB S.R. 80 Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 32.010, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.0m (134.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 23.4m (76.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 93054, Location: 1 mi N Palm Bch Lake Blvd (Lat: 26.733611, Lng: -80.091389), Route carried "on" structure: Interstate 95, Year Built: 2009, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 178,500 (year 2010), Truck Traffic: 7%, Average Future Daily Traffic: 309,698 (year 2032), Features Intersected: WPB Drainage Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.418, Lanes on structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 54.3m (178.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 54.3m (178.1ft), Out-to-Out Width: 55.8m (183.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place Find on map >> Show street view
Structure Number: 9341, Location: 0.2 Mi. E OF I-95 (Lat: 26.758864, Lng: -80.088211), Route carried "on" structure: County highway 702, Year Built: 1966, Year Reconstructed: 1983, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 17,658 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 28,106 (year 2030), Design Load: HS 20, Features Intersected: C-17 CANAL, Facility Carried by Structure: 45TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.013, Lanes on structure: 7, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 34.9m (114.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 10, Underwater Inspection Date: March 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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