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

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Structure Number: 870093,  Location: N OF NW 183 ST (MP 15.1) (Lat: 25.946944,  Lng: -80.185278),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 102,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 176,970 (year 2028),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.928,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: 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: April 2007,  Underwater Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870094,  Location: 0.5MI N OF SR-860 (Lat: 25.947222,  Lng: -80.185556),  Route carried "on" structure: Interstate 95,  Year Built: 1948,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 102,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 176,970 (year 2028),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.928,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: 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: April 2007,  Underwater Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 81,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 140,535 (year 2028),  Design Load: HS 20,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.104,  Lanes on structure: 5,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 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: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "on" structure: Interstate 95,  Year Built: 1962,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 88,000 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 152,680 (year 2025),  Design Load: HS 20,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.104,  Lanes on structure: 4,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870623,  Location: NE 183 St. / NE 11 Ave. (Lat: 25.945000,  Lng: -80.180000),  Route carried "on" structure: State highway 860,  Year Built: 1968,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 25,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,375 (year 2028),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.541,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 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: 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: Febuary 2008,  Underwater Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870624,  Location: NE 183 st / NE 11 Ave. (Lat: 25.945000,  Lng: -80.180000),  Route carried "on" structure: State highway 860,  Year Built: 1956,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 25,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 43,375 (year 2028),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.541,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870746,  Location: .3m N of N.E. 163 St. (Lat: 25.950000,  Lng: -80.166667),  Route carried "on" structure: US U.S.1,  Year Built: 1998,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 30,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,918 (year 2028),  Design Load: HS 20,  Features Intersected: Snake Cr Canal,  Facility Carried by Structure: U.S. 1 S/B
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 35.707,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870799,  Location: 0.2M N OF NW 119 ST. (Lat: 25.888889,  Lng: -80.197222),  Route carried "on" structure: Alternate State highway 909,  Year Built: 1997,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 24,500 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 42,508 (year 2028),  Design Load: HS 20,  Features Intersected: BISCAYNE CANL C-8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.282,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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: Meets minimum limits,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Underwater Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 870961,  Location: .3m N of N.E. 163 St. (Lat: 25.950000,  Lng: -80.166667),  Route carried "on" structure: US US1,  Year Built: 1997,  Status: Open,  Structure Length: 5.40m (17.72ft),  Average Daily Traffic: 30,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,918 (year 2028),  Design Load: HS 20,  Features Intersected: Snake Cr. Canal,  Facility Carried by Structure: U.S.1 (870746)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 35.707,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 874057,  Location: 130ft. N of NE 193 Street (Lat: 25.953333,  Lng: -80.154722),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,481 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,141 (year 2024),  Design Load: H 20,  Features Intersected: Oleta River,  Facility Carried by Structure: NE 23rd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.5m (21.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87407,  Location: 0.15 Miles N of SR-826 (Lat: 25.928333,  Lng: -80.155833),  Route carried "on" structure: County highway ,  Year Built: 1954,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 15,263 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,960 (year 2024),  Design Load: HS 20,  Features Intersected: Snake Creek Canal,  Facility Carried by Structure: W Dixie Highway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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 2006,  Underwater Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8775,  Location: 800ft N of NE 163rd St. (Lat: 25.928333,  Lng: -80.161944),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 23,735 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 39,196 (year 2024),  Design Load: HS 20,  Features Intersected: Snake Creek Canal C-9,  Facility Carried by Structure: NE 19th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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: November 2006,  Underwater Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 877501,  Location: 0.4 mile N/O NE 163rd St. (Lat: 25.932222,  Lng: -80.170278),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 9.13m (29.95ft),  Average Daily Traffic: 6,916 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,454 (year 2024),  Design Load: HS 20,  Features Intersected: SNAKE CREEK CANAL C-9,  Facility Carried by Structure: NE 15th AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.726,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: November 2006,  Underwater Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "under" structure: State highway 860,  Year Built: 1962,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 21,250 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR-860 & I-95 SB Ramps,  Facility Carried by Structure: I-95 SB (870449)
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 10.446,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 14,400 (year 2006),  Truck Traffic: 10%,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870352,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "under" structure: Ramp Interstate 915,  Year Built: 1962,  Structure Length: 25.59m (83.96ft),  Average Daily Traffic: 14,400 (year 2006),  Truck Traffic: 10%,  Features Intersected: SR-860 & I-95 SB Ramps,  Facility Carried by Structure: I-95 SB (870449)
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "under" structure: State highway 860,  Year Built: 1962,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 21,250 (year 2006),  Truck Traffic: 3%,  Features Intersected: SR-860 & I-95 SB Ramps,  Facility Carried by Structure: I-95 NB (870352)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 10.501,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 14,400 (year 2006),  Truck Traffic: 10%,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 2.396,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 870449,  Location: AT NW 183 ST (Lat: 25.941111,  Lng: -80.190000),  Route carried "under" structure: Ramp Interstate 95,  Year Built: 1962,  Structure Length: 19.84m (65.09ft),  Average Daily Traffic: 14,400 (year 2006),  Truck Traffic: 10%,  Features Intersected: SR-860 & I-95 SB Ramps
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 23.469,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)