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Bridge Statistics for Royal Palm Beach, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Royal Palm Beach, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 25 Total length: 62 meters (203ft) Total average daily traffic: 116,100 Total average daily truck traffic: 5,998 Total future (year 2024) average daily traffic: 172,108 National Bridge Inventory (NBI) Registered Bridges for Royal Palm Beach
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 930402, Location: 4 miles west of SR 7 (Lat: 26.682717, Lng: -80.274853), Route carried "on" structure: US 98, Year Built: 1990, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 12,500 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 21,688 (year 2028), Design Load: HS 20, Features Intersected: Canal - D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.594, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.0m (101.7ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 37.5m (123.0ft), Out-to-Out Width: 38.0m (124.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 930409, Location: SR-7 & SR-80 intersection (Lat: 26.679708, Lng: -80.202153), Route carried "on" structure: US 441, Year Built: 1990, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 24,750 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 42,941 (year 2026), Design Load: HS 20, Features Intersected: West Palm Beach Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.022, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.6m (77.4ft), Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.8m (81.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.0 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: 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: August 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 93415, Location: 1.5MI N OF ORANGE GROVE (Lat: 26.766092, Lng: -80.226739), Route carried "on" structure: City street , Year Built: 1976, Year Reconstructed: 1994, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 5,625 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2024), Design Load: HS 20, Features Intersected: CANAL M, Facility Carried by Structure: ROYAL PLM BCH BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 67.1 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 93422, Location: 0.2MI W OF ROYAL P.B. BLV (Lat: 26.706131, Lng: -80.233297), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 5,450 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 6,540 (year 2024), Design Load: HS 20, Features Intersected: M-1 CANAL, Facility Carried by Structure: OKEECHOBEE RD. EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.226, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 934222, Location: 0.2MI W OF ROYAL P.B. BLV (Lat: 26.706283, Lng: -80.233294), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.49m (11.45ft), Average Daily Traffic: 5,450 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 6,540 (year 2024), Design Load: HS 20, Features Intersected: CANAL M-1, Facility Carried by Structure: OKEECHOBEE RD WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.7m (38.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93424, Location: 0.1MI W OF SEM PRATT WHIT (Lat: 26.707347, Lng: -80.311575), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 200 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2024), Design Load: HS 20+Mod, Features Intersected: M-2 CANAL, Facility Carried by Structure: OKEECHOBEE BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), 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: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.0 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2006, Underwater Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 934291, Location: 1.2MI S OF OKEECHOBEE BL (Lat: 26.690553, Lng: -80.244700), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 10,424 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 12,509 (year 2028), Design Load: HS 25, Features Intersected: ITCWD CANAL 3, Facility Carried by Structure: CRESTWOOD BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.054, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 934292, Location: AT SR 80 (Lat: 26.682775, Lng: -80.298281), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 978 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,174 (year 2028), Design Load: HS 20, Features Intersected: C-51 CANAL, Facility Carried by Structure: FLYING COW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 934294, Location: 0.6mi S of Okeechobee Blv (Lat: 26.698239, Lng: -80.242803), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 10,424 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 12,509 (year 2026), Design Load: HS 25, Features Intersected: ITCWD Canal #2, Facility Carried by Structure: Crestwood Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.941, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.8m (61.7ft), Out-to-Out Width: 29.1m (95.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 934296, Location: 0.1MI S OF OKEECHOBEE BL (Lat: 26.703753, Lng: -80.239986), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 10,424 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 12,509 (year 2028), Design Load: HS 25, Features Intersected: ITCWD CANAL #1, Facility Carried by Structure: CRESTWOOD BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.617, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.8m (35.4ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.8 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: 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: January 2008, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93735, Location: 0.8MI N OF SR-80 (Lat: 26.691636, Lng: -80.229856), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 7,200 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 12,492 (year 2027), Features Intersected: RELIEF CANAL, Facility Carried by Structure: ROYAL PALM BCH BLV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.156, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Other Special Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937351, Location: 1.3MI N OF SR-80 (Lat: 26.698722, Lng: -80.229586), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 7,200 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 12,492 (year 2027), Features Intersected: RELIEF CANAL, Facility Carried by Structure: ROYAL PALM BCH BLV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.936, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937353, Location: 0.1MI E OF SANDPIPER AVE (Lat: 26.699283, Lng: -80.218761), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 2,020 (year 2027), Design Load: HS 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: BOB WHITE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937354, Location: 0.1MI N OF SANDPIPER AVE. (Lat: 26.704653, Lng: -80.221553), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 600 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 2,020 (year 2027), Design Load: HS 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: GOLDFINCH LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937355, Location: 0.1MI N OF OKEECHOBEE BLV (Lat: 26.708714, Lng: -80.221128), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 800 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2027), Features Intersected: RELIEF CANAL, Facility Carried by Structure: PONCE DE LEON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937356, Location: 0.1MI N of BILBAO ST. (Lat: 26.712036, Lng: -80.218058), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 868 (year 2027), Design Load: H 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: LA MANCHA AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 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: 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: 937357, Location: 0.1MI W OF DOVE CIRCLE (Lat: 26.702703, Lng: -80.214681), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 400 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 694 (year 2027), Features Intersected: RELIEF CANAL, Facility Carried by Structure: RAVEN COURT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937358, Location: 0.1MI S of LAS PALMAS ST (Lat: 26.719000, Lng: -80.217697), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 500 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 868 (year 2027), Design Load: H 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: LA MANCHA AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 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: 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: 937359, Location: 0.1MI W of LAS PALMAS ST. (Lat: 26.725953, Lng: -80.219139), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 500 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 868 (year 2027), Design Load: HS 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: MADRID STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: 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: 93736, Location: 0.3MI W OF RYL PALM BH BL (Lat: 26.699686, Lng: -80.233600), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,050 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,350 (year 2027), Features Intersected: CPB20 CANAL, Facility Carried by Structure: SPARROW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), 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: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937361, Location: 1.8MI N OF OKEECHOBEE BL (Lat: 26.731461, Lng: -80.227925), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 3,750 (year 2027), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: ROYAL PLM BH BL NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.605, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior 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: 937362, Location: 0.3M N OF OKEECHOBEE BLV (Lat: 26.710511, Lng: -80.229056), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 3,750 (year 2027), Design Load: HS 20, Features Intersected: RELIEF CANAL, Facility Carried by Structure: ROYAL PLM BH BL SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.244, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937363, Location: 1.8MI N OF OKEECHOBEE BLV (Lat: 26.731461, Lng: -80.227786), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 3,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 3,750 (year 2027), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: RYAL PALM BH BL SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.605, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior 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: 937366, Location: 0.1MI N OF BELVEDERE ROAD (Lat: 26.695172, Lng: -80.209683), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 625 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,041 (year 2027), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: GRANDVIEW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 937367, Location: 0.3MI W OF ROYAL PALM BL (Lat: 26.728319, Lng: -80.232025), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,735 (year 2027), Design Load: HS 20, Features Intersected: M-1 CANAL, Facility Carried by Structure: CRESTWOOD BLVD. N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.146, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.4m (73.5ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 27.5m (90.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Florida forum Back to: Royal Palm Beach, FL, Florida, All US cities.
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