Bridge Statistics for Palm Beach, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 930547,  Location: 0.2 mi E of SR5 on SRA1A (Lat: 26.718217,  Lng: -80.043436),  Route carried "on" structure: State highway A1A,  Year Built: 2016,  Status: Open,  Structure Length: 51.63m (169.39ft),  Average Daily Traffic: 15,119 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,231 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Worth Lagoon
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 45.580,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.2m (23.6ft), Horizontal Clearance: 38.1m (125.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 65.2m (213.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 930558,  Location: 1.7 Miles East of I-95 (Lat: 26.675833,  Lng: -8.040556),  Route carried "on" structure: State highway 98,  Year Built: 2020,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 16,900 (year 2017),  Average Future Daily Traffic: 18,700 (year 2037),  Design Load: HL 93,  Features Intersected: Lake Worth Lagoon,  Facility Carried by Structure: SR-80 (Southern)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 34.969,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 93094,  Location: 0.1MI W of US-98 / SR-441 (Lat: 26.685475,  Lng: -80.389047),  Route carried "on" structure: County highway 880,  Year Built: 1937,  Status: Posted for load,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 14,400 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,280 (year 2042),  Design Load: H 15,  Features Intersected: C-51 CANAL
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 56.1m (184.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  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: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Closed Grating

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Structure Number: 931006,  Location: 5.1 MI SOUTH OF SR-804 (Lat: 26.453747,  Lng: -80.174539),  Route carried "on" structure: State highway 91,  Year Built: 2008,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 90,100 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 156,324 (year 2042),  Design Load: HS 20,  Features Intersected: SR-806 Atlantic Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.900,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 38 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 47.5m (155.8ft),  Out-to-Out Width: 48.5m (159.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 934275,  Location: 0.5MI EAST OF I-95 (Lat: 26.705722,  Lng: -80.065917),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,640 (year 2042),  Features Intersected: OKEECHOBEE BLVD,  Facility Carried by Structure: AUSTRALIAN AVE SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.650,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 934276,  Location: 0.5MI EAST OF I-95 (Lat: 26.705739,  Lng: -80.065703),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20,  Features Intersected: OKEECHOBEE BLVD,  Facility Carried by Structure: AUSTRALIAN AVE NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.650,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.0m (85.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 934373,  Location: In John Prince Park (Lat: 26.599083,  Lng: -80.080611),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 180 (year 2042),  Design Load: HL 93,  Features Intersected: Lake Osborne,  Facility Carried by Structure: Camp Site Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Underwater Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 936801,  Location: 0.1MI WEST OF A1A (Lat: 26.639136,  Lng: -80.040675),  Route carried "on" structure: City street ,  Year Built: 1952,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 324 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 521 (year 2042),  Features Intersected: LAKE WORTH TRIBUTARY,  Facility Carried by Structure: IBIS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 936802,  Location: 0.4MI W of S. COUNTY ROAD (Lat: 26.695244,  Lng: -80.042603),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 1988,  Status: Posted for load-capacity,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 802 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,301 (year 2042),  Design Load: HS 20,  Features Intersected: LAKE WORTH,  Facility Carried by Structure: ISLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 931006,  Location: 5.1 MI SOUTH OF SR-804 (Lat: 26.453747,  Lng: -80.174539),  Route carried "under" structure: State highway 806,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 31,000 (year 2021),  Truck Traffic: 8%,  Features Intersected: SR-806 Atlantic Ave,  Facility Carried by Structure: SR-91 TPK NS 81.77
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 2.968,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 934275,  Location: 0.5MI EAST OF I-95 (Lat: 26.705722,  Lng: -80.065917),  Route carried "under" structure: State highway 704,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 2020),  Truck Traffic: 2%,  Features Intersected: OKEECHOBEE BLVD,  Facility Carried by Structure: AUSTRALIAN AVE SB
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 13.425,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 934276,  Location: 0.5MI EAST OF I-95 (Lat: 26.705739,  Lng: -80.065703),  Route carried "under" structure: State highway 704,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 63,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: OKEECHOBEE BLVD,  Facility Carried by Structure: AUSTRALIAN AVE NB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 13.448,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.0m (85.3ft)