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Bridge Statistics for Coconut Creek, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Coconut Creek, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 158 meters (518ft) Total average daily traffic: 927,488 Total average daily truck traffic: 83,154 National Bridge Inventory (NBI) Registered Bridges for Coconut Creek
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 860086, Location: 0.2MI EAST OF LYONS ROAD (Lat: 26.244333, Lng: -80.184222), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 27,419 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 32,903 (year 2025), Design Load: HS 20, Features Intersected: COCONUT CREEK, Facility Carried by Structure: COCONUT CREEK PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.667, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.7m (61.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.1m (82.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: 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: May 2007, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860098, Location: 0.6MI EAST OF LYONS ROAD (Lat: 26.245028, Lng: -80.178028), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 27,419 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 32,903 (year 2025), Design Load: HS 20+Mod, Features Intersected: COCONUT CREEK, Facility Carried by Structure: COCONUT CREEK PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.297, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.4m (60.4ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: 860251, Location: EB Sample Rd / Fla Tpke (Lat: 26.273978, Lng: -80.169372), Route carried "on" structure: State highway 834, Year Built: 1978, Status: Open, Structure Length: 10.04m (32.94ft), Average Daily Traffic: 31,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 53,785 (year 2028), Design Load: HS 20, Features Intersected: SR-91 (Fla Turnpike), Facility Carried by Structure: EB Sample Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.095, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 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 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860313, Location: Atlantic Blvd W of Turnpk (Lat: 26.231378, Lng: -80.180072), Route carried "on" structure: State highway 814, Year Built: 1983, Year Reconstructed: 1994, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 50,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 87,618 (year 2028), Design Load: HS 20, Features Intersected: Coconut Creek, Facility Carried by Structure: Atlantic Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.523, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 29.9m (98.1ft), Out-to-Out Width: 34.9m (114.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860314, Location: Atlantic Blvd / SR-91 (Lat: 26.231375, Lng: -80.178653), Route carried "on" structure: State highway 814, Year Built: 1983, Status: Open, Structure Length: 14.92m (48.95ft), Average Daily Traffic: 50,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 87,618 (year 2028), Design Load: HS 20, Features Intersected: SR-91(Florida Turnpike), Facility Carried by Structure: Atlantic Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.683, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 56.1m (184.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.3m (92.8ft), Out-to-Out Width: 32.2m (105.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860406, Location: WB Sample Rd/ Fla Tpke (Lat: 26.274306, Lng: -80.168533), Route carried "on" structure: State highway 834, Year Built: 1984, Status: Open, Structure Length: 8.61m (28.25ft), Average Daily Traffic: 31,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 53,785 (year 2028), Design Load: HS 20, Features Intersected: SR-91 (Fla Turnpike), Facility Carried by Structure: WB Sample Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.101, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860502, Location: 2.1 MILES WEST OF SR-91 (Lat: 26.299767, Lng: -80.202417), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2007, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 32,950 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 57,168 (year 2030), Design Load: HS 20, Features Intersected: US 441-SR 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.834, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860503, Location: 2.1 MILES WEST OF SR-91 (Lat: 26.300317, Lng: -80.202400), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2007, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 32,950 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 57,168 (year 2030), Design Load: HS 20, Features Intersected: US 441-SR 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.834, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860504, Location: 1.1 MILES WEST OF SR-91 (Lat: 26.300867, Lng: -80.186533), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2007, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 32,950 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 57,168 (year 2029), Design Load: HS 20, Features Intersected: LYONS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.440, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.0m (59.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860505, Location: 1.1 MILE WEST OF SR-91 (Lat: 26.301433, Lng: -80.186483), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2007, Status: Open, Structure Length: 7.72m (25.33ft), Average Daily Traffic: 32,950 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 57,168 (year 2030), Design Load: HS 20, Features Intersected: LYONS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.459, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.9m (127.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 97.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860506, Location: 1 MI N OF SAMPLE RD (Lat: 26.305556, Lng: -80.169444), Route carried "on" structure: State highway 91, Year Built: 1985, Status: Open, Structure Length: 9.39m (30.81ft), 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: SR 869 SAW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.070, Lanes on structure: 7, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 38.1m (125.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 38.4m (126.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 864099, Location: 0.6MI N OF HILLSBORO BLVD (Lat: 26.327828, Lng: -80.186542), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 28,559 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 49,550 (year 2027), Design Load: HS 20, Features Intersected: HILLSBORO CANAL, Facility Carried by Structure: LYONS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.120, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 21.1m (69.2ft), Skew: 20 degrees, Material/Design: Concrete continuous, 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: 1.8m (5.9ft), Curb-To-Curb Width: 23.5m (77.1ft), Out-to-Out Width: 34.7m (113.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 865, Location: 0.1MI S of COCONUT PK'WY (Lat: 26.242828, Lng: -80.183972), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,120 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 4,338 (year 2027), Design Load: H 15, Features Intersected: COCONUT CREEK, Facility Carried by Structure: NW 45th AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865001, Location: 150ft E OF NW 43RD AVE. (Lat: 26.238025, Lng: -80.180092), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,120 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 4,338 (year 2027), Design Load: H 15, Features Intersected: PALMETTO WATERWAY, Facility Carried by Structure: COCONUT CREEK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865002, Location: 150FT E of NW 43RD AVE. (Lat: 26.235169, Lng: -80.180439), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,248 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,735 (year 2027), Design Load: H 15, Features Intersected: PALMETTO WATERWAY, Facility Carried by Structure: NW 3rd COURT 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865003, Location: 150FT E of LAKE DR. (Lat: 26.233872, Lng: -80.177164), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,373 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,909 (year 2027), Design Load: H 15, Features Intersected: COCONUT CREEK WATERWAY, Facility Carried by Structure: SUNSHINE WAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865004, Location: 0.1MI E OF 39TH AVE. (Lat: 26.239417, Lng: -80.175161), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2007), Average Future Daily Traffic: 12 (year 2028), Design Load: H 15, Features Intersected: COCONUT CREEK CANAL, Facility Carried by Structure: COCONUT CR BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Other Special Inspection Date: Febuary 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 865005, Location: 0.1MI S OF COCONUT PK'WY (Lat: 26.243783, Lng: -80.181611), Route carried "on" structure: City street , Year Built: 1958, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,120 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 70,000 (year 2027), Design Load: H 15, Features Intersected: COCONUT CREEK, Facility Carried by Structure: NW 43RD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.141, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860251, Location: EB Sample Rd / Fla Tpke (Lat: 26.273978, Lng: -80.169372), Route carried "under" structure: Other road 91, Year Built: 1978, Structure Length: 10.04m (32.94ft), Average Daily Traffic: 84,500 (year 2006), Truck Traffic: 11%, Features Intersected: SR-91 (Fla Turnpike), Facility Carried by Structure: EB Sample Rd Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 35.639, Lanes on structure: 3, Lanes under structure: 8, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 860314, Location: Atlantic Blvd / SR-91 (Lat: 26.231375, Lng: -80.178653), Route carried "under" structure: State highway 91, Year Built: 1983, Structure Length: 14.92m (48.95ft), Average Daily Traffic: 102,600 (year 2006), Truck Traffic: 11%, Features Intersected: SR-91(Florida Turnpike), Facility Carried by Structure: Atlantic Blvd. Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 3.056, Lanes on structure: 6, Lanes under structure: 6, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.1m (184.1ft) Find on map >>
Structure Number: 860406, Location: WB Sample Rd/ Fla Tpke (Lat: 26.274306, Lng: -80.168533), Route carried "under" structure: Other road 91, Year Built: 1984, Structure Length: 8.61m (28.25ft), Average Daily Traffic: 84,500 (year 2006), Truck Traffic: 11%, Features Intersected: SR-91 (Fla Turnpike), Facility Carried by Structure: WB Sample Rd Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 35.658, Lanes on structure: 3, Lanes under structure: 8, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 860502, Location: 2.1 MILES WEST OF SR-91 (Lat: 26.299767, Lng: -80.202417), Route carried "under" structure: US 441, Year Built: 1986, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 32,950 (year 2008), Truck Traffic: 11%, Features Intersected: US 441-SR 7, Facility Carried by Structure: SR869 NB SAW 18.57 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 29.834, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 860503, Location: 2.1 MILES WEST OF SR-91 (Lat: 26.300317, Lng: -80.202400), Route carried "under" structure: US 441, Year Built: 1986, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 32,950 (year 2008), Truck Traffic: 11%, Features Intersected: US 441-SR 7, Facility Carried by Structure: SR869 SB SAW 18.57 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 29.834, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 860504, Location: 1.1 MILES WEST OF SR-91 (Lat: 26.300867, Lng: -80.186533), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 32,950 (year 2007), Truck Traffic: 11%, Features Intersected: LYONS RD, Facility Carried by Structure: SR869 NB SAW 19.57 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 3.144, Lanes on structure: 3, Lanes under structure: 10, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.5m (123.0ft) Find on map >>
Structure Number: 860505, Location: 1.1 MILE WEST OF SR-91 (Lat: 26.301433, Lng: -80.186483), Route carried "under" structure: City street , Year Built: 1986, Structure Length: 7.72m (25.33ft), Average Daily Traffic: 32,950 (year 2008), Truck Traffic: 11%, Features Intersected: LYONS RD, Facility Carried by Structure: SR869 SB SAW 19.59 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 31.459, Lanes on structure: 3, Lanes under structure: 10, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.9m (127.6ft) Find on map >>
Structure Number: 860506, Location: 1 MI N OF SAMPLE RD (Lat: 26.305556, Lng: -80.169444), Route carried "under" structure: State highway 869, Year Built: 1985, Structure Length: 9.39m (30.81ft), Average Daily Traffic: 35,600 (year 2007), Truck Traffic: 7%, Features Intersected: SR 869 SAW, Facility Carried by Structure: SR-91 TPK 71.5 Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 33.281, Lanes on structure: 7, Lanes under structure: 8, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft) Discuss this city on our hugely popular Florida forum Back to: Coconut Creek, FL, Florida, All US cities.
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