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Bridge Statistics for Deerfield Beach, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Deerfield Beach, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 190 meters (623ft) Total costs: $190,000 Total average daily traffic: 1,427,731 Total average daily truck traffic: 89,084 National Bridge Inventory (NBI) Registered Bridges for Deerfield Beach
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 860122, Location: 1mi N of SR834(Sample Rd) (Lat: 26.289892, Lng: -80.123453), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 3,500 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 4,800 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-95 (SR-9), Facility Carried by Structure: NE 48 Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.889, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.1m (85.6ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860123, Location: SW 10th Street, Deerfield (Lat: 26.304436, Lng: -80.120044), Route carried "on" structure: State highway 869, Year Built: 1972, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 46,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 80,678 (year 2028), Design Load: HS 20, Features Intersected: I-95 (SR-9) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 7, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.1m (85.6ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.1m (85.6ft), Out-to-Out Width: 29.8m (97.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860124, Location: 3/4 mi. S of Palm Bch Co. (Lat: 26.317839, Lng: -80.116531), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 103,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 179,573 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR-810 Hillsboro Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.609, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Equal to present minimum 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: 860125, Location: WPB/Broward County Line (Lat: 26.327622, Lng: -80.117147), Route carried "on" structure: Interstate 95, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 101,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 175,235 (year 2028), Design Load: HS 20, Features Intersected: Hillsboro Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.684, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.4m (86.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 26.4m (86.6ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.8 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: 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: August 2006, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860146, Location: 300' W of A1A & E of SR-5 (Lat: 26.314314, Lng: -80.081664), Route carried "on" structure: State highway 810, Year Built: 1957, Status: Open, Structure Length: 13.54m (44.42ft), Average Daily Traffic: 26,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 45,110 (year 2028), Design Load: HS 15, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Hillsboro Blvd. Minimum Vertical Clearance: 5.58m (18.31ft), Kilometerpoint: 12.204, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Underwater Inspection Date: October 2006, Other Special Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86015, Location: .25 mi N. of Hillsboro Bl (Lat: 26.327642, Lng: -80.153369), Route carried "on" structure: State highway 845, Year Built: 1962, Year Reconstructed: 1986, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 18,750 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 32,531 (year 2028), Design Load: HS 20, Features Intersected: Hillsboro Canal, Facility Carried by Structure: NB Powerline Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 860152, Location: 0.3MI N OF HILLSBORO BLVD (Lat: 26.322778, Lng: -80.098333), Route carried "on" structure: County highway 811, Year Built: 1969, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 11,500 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,800 (year 2025), Design Load: HS 20, Features Intersected: HILLSBORO CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.670, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860184, Location: PALM BEACH/BROWRD CO LINE (Lat: 26.327833, Lng: -80.170222), Route carried "on" structure: State highway 91, Year Built: 1956, Year Reconstructed: 1985, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 98,300 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 170,551 (year 2029), Design Load: HS 20+Mod, Features Intersected: HILLSBORO CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.624, Lanes on structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 33.3m (109.3ft), Out-to-Out Width: 34.9m (114.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.59m (24.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $190,000, Total Project Cost: $190,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860194, Location: 3/4 mi. S Palm Bch Co. (Lat: 26.317869, Lng: -80.116031), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 101,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 175,235 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR-810 Hillsboro Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.619, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.2m (79.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860195, Location: WPB/ Broward County Line (Lat: 26.327631, Lng: -80.116647), Route carried "on" structure: Interstate 95, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 101,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 175,235 (year 2028), Design Load: HS 20, Features Intersected: Hillsboro Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.684, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.2m (82.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.8 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: 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: August 2006, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860259, Location: 0.25mi. N of Hillsboro Bl (Lat: 26.325356, Lng: -80.090978), Route carried "on" structure: US 1, Year Built: 1989, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 29,500 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 51,183 (year 2029), Design Load: HS 20, Features Intersected: Hillsboro Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.559, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 22 degrees, Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 12.2m (40.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.6m (67.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 36.0m (118.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.9 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: 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2007, Underwater Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860315, Location: 1 mi E Powerline on SR810 (Lat: 26.317753, Lng: -80.139925), Route carried "on" structure: State highway 810, Year Built: 1975, Year Reconstructed: 1982, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 44,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 77,208 (year 2028), Design Load: HS 20, Features Intersected: C-2 CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 29.3m (96.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860551, Location: .25 mi N. of Hillsboro Bd (Lat: 26.327628, Lng: -80.153678), Route carried "on" structure: State highway 845, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 18,750 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 32,531 (year 2028), Design Load: HS 20, Features Intersected: Hillsboro Canal, Facility Carried by Structure: SB Powerline Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 64.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 860553, Location: 0.5 MI west of I-95 (Lat: 26.304569, Lng: -80.125850), Route carried "on" structure: State highway 869, Year Built: 1982, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 23,250 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 40,339 (year 2028), Design Load: HS 20, Features Intersected: SW 12 Ave. & SCL RR, Facility Carried by Structure: WB SW 10th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.573, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860557, Location: 0.5 MI. WEST OF I-95 (Lat: 26.304297, Lng: -80.126800), Route carried "on" structure: State highway 869, Year Built: 1982, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 23,250 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 40,339 (year 2028), Design Load: HS 20, Features Intersected: SW 12 Ave. & SCL RR, Facility Carried by Structure: EB SW 10th ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.573, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 46.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860564, Location: 1mi. South of SR-810 (Lat: 26.305944, Lng: -80.119636), Route carried "on" structure: Ramp Interstate 95, Year Built: 1988, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 3,210 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2027), Design Load: HS 20, Features Intersected: SW 10th St. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860586, Location: 2mi. East of US-441 (Lat: 26.317550, Lng: -80.170411), Route carried "on" structure: State highway 810, Year Built: 1990, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 40,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 69,400 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR-91 Florida Turnpike Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.214, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.1m (108.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 31.4m (103.0ft), Out-to-Out Width: 36.5m (119.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.5 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 865501, Location: 0.4MI S/O SR-810 (Lat: 26.309308, Lng: -80.083622), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,528 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 4,206 (year 2027), Design Load: HS 20, Features Intersected: TERN WATERWAY, Facility Carried by Structure: SE-15 AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2007, Other Special Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865502, Location: 0.1MI S/O SE 5TH ST (Lat: 26.309225, Lng: -80.085803), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 324 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 388 (year 2027), Features Intersected: TERN WATERWAY, Facility Carried by Structure: SE 13TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865504, Location: 0.4MI S/O SW 10TH ST (Lat: 26.298761, Lng: -80.141575), Route carried "on" structure: City street , Year Built: 1975, Status: Posted for load, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 624 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,041 (year 2027), Design Load: HS 20, Features Intersected: CRYSTAL HEIGHTS CANAL, Facility Carried by Structure: SW-28 AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865505, Location: 0.2MIW/O COUNTRY CLUB BLV (Lat: 26.321453, Lng: -80.140219), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,450 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,161 (year 2027), Design Load: H 20, Features Intersected: C-2 CANAL, Facility Carried by Structure: DEER CREEK CC BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865506, Location: 0.1MI W/O COUNTRY CLB BL (Lat: 26.323803, Lng: -80.139989), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 615 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 738 (year 2027), Design Load: HS 20, Features Intersected: C-2 CANAL, Facility Carried by Structure: LAKES DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865508, Location: 0.9MI S/O HILLSBORO BLVD. (Lat: 26.303194, Lng: -80.087339), Route carried "on" structure: City street , Year Built: 1997, Status: Posted for load, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 2,880 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 3,500 (year 2027), Design Load: HS 20, Features Intersected: KINGFISHER WATERWAY, Facility Carried by Structure: SE 12TH AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.0m (52.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860122, Location: 1mi N of SR834(Sample Rd) (Lat: 26.289892, Lng: -80.123453), Route carried "under" structure: Interstate 95, Year Built: 1973, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 207,000 (year 2006), Truck Traffic: 6%, Features Intersected: I-95 (SR-9), Facility Carried by Structure: NE 48 Street Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 36.394, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 860123, Location: SW 10th Street, Deerfield (Lat: 26.304436, Lng: -80.120044), Route carried "under" structure: Interstate 95, Year Built: 1972, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 207,000 (year 2006), Truck Traffic: 6%, Features Intersected: I-95 (SR-9), Facility Carried by Structure: SR-869/SW 10th St. Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 3.809, Lanes on structure: 7, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 860124, Location: 3/4 mi. S of Palm Bch Co. (Lat: 26.317839, Lng: -80.116531), Route carried "under" structure: State highway 810, Year Built: 1972, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 48,000 (year 2006), Truck Traffic: 3%, Features Intersected: SR-810 Hillsboro Blvd., Facility Carried by Structure: SB I-95 Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 8.599, Lanes on structure: 5, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 860194, Location: 3/4 mi. S Palm Bch Co. (Lat: 26.317869, Lng: -80.116031), Route carried "under" structure: State highway 810, Year Built: 1972, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 59,500 (year 2006), Truck Traffic: 2%, Features Intersected: SR-810 Hillsboro Blvd., Facility Carried by Structure: NB I-95 Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 8.626, Lanes on structure: 5, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: 860553, Location: 0.5 MI west of I-95 (Lat: 26.304569, Lng: -80.125850), Route carried "under" structure: City street , Year Built: 1982, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 2,500 (year 2000), Truck Traffic: 16%, Features Intersected: SW 12 Ave. & SCL RR, Facility Carried by Structure: WB SW 10th St Minimum Vertical Clearance: 0.87m (2.85ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 860557, Location: 0.5 MI. WEST OF I-95 (Lat: 26.304297, Lng: -80.126800), Route carried "under" structure: City street , Year Built: 1982, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 2,500 (year 2000), Truck Traffic: 16%, Features Intersected: SW 12 Ave. & SCL RR, Facility Carried by Structure: EB SW 10th ST Minimum Vertical Clearance: 0.87m (2.85ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 860586, Location: 2mi. East of US-441 (Lat: 26.317550, Lng: -80.170411), Route carried "under" structure: State highway 91, Year Built: 1990, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 98,300 (year 2006), Truck Traffic: 11%, Features Intersected: SR-91 Florida Turnpike, Facility Carried by Structure: SR-810 Hillsboro B Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 40.456, Lanes on structure: 6, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.1m (108.6ft) Discuss this city on our hugely popular Florida forum Back to: Deerfield Beach, FL, Florida, All US cities.
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