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

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Structure Number: 934939,  Location: 1.9Mi S OF WOOLBRIGHT (Lat: 26.483922,  Lng: -80.147061),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 24,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,640 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LWDD L-30 CANAL,  Facility Carried by Structure: JOG ROAD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.785,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 63.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 934952,  Location: 1MI S OF LINTON BLVD (Lat: 26.424169,  Lng: -80.146422),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 57,255 (year 2042),  Design Load: HS 20,  Features Intersected: L-38 CANAL,  Facility Carried by Structure: JOG RD NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.167,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 934958,  Location: 2.0 Miles N of SR-806 (Lat: 26.483831,  Lng: -80.163561),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 12,533 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,040 (year 2042),  Design Load: HS 20,  Features Intersected: LWDD L30 Canal,  Facility Carried by Structure: Hagen Ranch Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.339,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 55.2 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934963,  Location: 1Mi E of CR809/Military T (Lat: 26.473072,  Lng: -80.106100),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 2,700 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 46,846 (year 2042),  Design Load: HS 25 or greater,  Features Intersected: C-3 Canal,  Facility Carried by Structure: Lake Ida Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.640,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934964,  Location: 1.1 MI E OF JOG ROAD (Lat: 26.471053,  Lng: -80.130722),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 111,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 192,590 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: E3 CANAL,  Facility Carried by Structure: LAKE IDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.314,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 934986,  Location: 0.5 Mile West of I-95 (Lat: 26.439567,  Lng: -80.097447),  Route carried "on" structure: County highway 782,  Year Built: 2003,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 34,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 58,990 (year 2042),  Features Intersected: LWDD E-4 Canal,  Facility Carried by Structure: Linton Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.453,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 935501,  Location: .2MI S of LINDELL BLVD (Lat: 26.424608,  Lng: -80.081514),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Posted for load-capacity,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,054 (year 2042),  Design Load: HS 20,  Features Intersected: SFWMD C-15 CANAL,  Facility Carried by Structure: BRANT DR/CARL BOTT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  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: 5,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 935502,  Location: 0.2 MI W OF LINDELL BLVD (Lat: 26.429381,  Lng: -80.084342),  Route carried "on" structure: City street ,  Year Built: 1969,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,600 (year 2042),  Design Load: H 15,  Features Intersected: HUNGERFORD CANAL,  Facility Carried by Structure: AUDUBON BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: 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: 8.6m (28.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to 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: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 935506,  Location: 0.03 MI W OF ANDREWS AVE (Lat: 26.470469,  Lng: -80.059439),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 101 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 174 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL,  Facility Carried by Structure: ISLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 935507,  Location: 0.2 MI W of CONGRESS AVE (Lat: 26.446139,  Lng: -80.096631),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 6,124 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,625 (year 2042),  Features Intersected: EL RIO (E-4) CANAL,  Facility Carried by Structure: LOWSON BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.556,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 935508,  Location: .2MI E OF HOMEWOOD ROAD (Lat: 26.451958,  Lng: -80.096631),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load-capacity,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 101 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 121 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: EL RIO CANAL,  Facility Carried by Structure: HIGHLAND GOLF CRSE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 930442,  Location: 1.3mi. South of Linton (Lat: 26.420678,  Lng: -80.090406),  Route carried "under" structure: Interstate 95,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 215,000 (year 2021),  Truck Traffic: 9%,  Features Intersected: I-95 (SR-9),  Facility Carried by Structure: Peninsula Corp Dr
Minimum Vertical Clearance: 7.49m (24.57ft),  Kilometerpoint: 11.439,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 930495,  Location: E Congress Ave & N SR 806 (Lat: 26.471364,  Lng: -80.088906),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2020),  Truck Traffic: 7%,  Features Intersected: Lake Ida Road,  Facility Carried by Structure: NB I-95 (SR 9)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.325,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.5m (126.3ft)

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Structure Number: 930496,  Location: E Congress Ave & N SR 806 (Lat: 26.471472,  Lng: -80.089167),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 19,600 (year 2020),  Truck Traffic: 7%,  Features Intersected: Lake Ida Road,  Facility Carried by Structure: SB I-95 (SR 9)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.293,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.5m (126.3ft)

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Structure Number: 930497,  Location: 0.5 mi N of Atlantic Ave (Lat: 26.469283,  Lng: -80.089189),  Route carried "under" structure: Business City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: Depot Ave & El Rio Canal,  Facility Carried by Structure: I 95 SR 9 NB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.2m (135.2ft)

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Structure Number: 930498,  Location: 0.5 mi N of Atlantic Ave (Lat: 26.469167,  Lng: -80.089486),  Route carried "under" structure: Business City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2020),  Truck Traffic: 5%,  Features Intersected: Depot Ave & El Rio Canal,  Facility Carried by Structure: I 95 SR 9 SB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.2m (135.2ft)

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Structure Number: 930499,  Location: 1.5 miles South of SR 806 (Lat: 26.439514,  Lng: -80.089192),  Route carried "under" structure: County highway 782,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 56,185 (year 2020),  Truck Traffic: 5%,  Features Intersected: CR 782 Linton Blvd,  Facility Carried by Structure: SB I 95 SR 9
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 0.317,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 9305,  Location: 1.5 miles South of SR 806 (Lat: 26.439514,  Lng: -80.088908),  Route carried "under" structure: County highway 782,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 56,185 (year 2020),  Truck Traffic: 5%,  Features Intersected: CR 782 Linton Blvd,  Facility Carried by Structure: NB I 95 SR 9
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 0.348,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 930501,  Location: I 95 Over Lowson Blvd (Lat: 26.446894,  Lng: -80.090139),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 23,201 (year 2020),  Truck Traffic: 3%,  Features Intersected: SW 10th St. Lowson Blvd,  Facility Carried by Structure: SB I 95 SR 9
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.224,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 930502,  Location: E Congress Ave & S SR 806 (Lat: 26.446875,  Lng: -80.089811),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 23,201 (year 2020),  Truck Traffic: 3%,  Features Intersected: SW 10th St. Lowson Blvd,  Facility Carried by Structure: NB I 95 SR 9
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.256,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 930503,  Location: I-95 SR 806 interchange (Lat: 26.461667,  Lng: -80.088681),  Route carried "under" structure: State highway 806,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 45,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 806 W Atlantic Avenue,  Facility Carried by Structure: I 95 SR 9 SB
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 11.739,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: 930504,  Location: I-95/SR 806 interchange (Lat: 26.461389,  Lng: -80.088333),  Route carried "under" structure: State highway 806,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 45,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 806 (Atlantic Ave.),  Facility Carried by Structure: NB I-95 (SR 9)
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 11.753,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.5m (83.7ft)