Bridge Statistics for Pembroke Pines, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 860316,  Location: 2.5 MI S OF SR-820 (Lat: 25.978806,  Lng: -80.351944),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 12.60m (41.34ft),  Average Daily Traffic: 47,500 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 82,413 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: MIRAMAR PKY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.372,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 31.8m (104.3ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.8 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 86035,  Location: SR-820 AT I-75 (Lat: 26.007222,  Lng: -80.340833),  Route carried "on" structure: State highway 820,  Year Built: 1982,  Status: Open,  Structure Length: 12.84m (42.13ft),  Average Daily Traffic: 70,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 121,450 (year 2028),  Design Load: HS 20,  Features Intersected: I-75 (SR-93)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.164,  Lanes on structure: 8,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 41.4m (135.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 860407,  Location: 2.9 MI N OF DADE CO. LINE (Lat: 26.010317,  Lng: -80.213317),  Route carried "on" structure: State highway 91,  Year Built: 1986,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 58,000 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 100,630 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 820 HOLLYWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.638,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860408,  Location: 2.9 MI N OF DADE CO.LINE (Lat: 26.009883,  Lng: -80.213017),  Route carried "on" structure: State highway 91,  Year Built: 1986,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 58,000 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 100,630 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: SR 820 HOLLYWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.649,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 860409,  Location: 2.6 MI N OF DADE CO. LINE (Lat: 26.005483,  Lng: -80.214383),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1985,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 14,000 (year 2007),  Average Future Daily Traffic: 23,080 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: SR 91 TPK (HLYWD BV INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.428,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 864086,  Location: 1MI CLKWSE FROM PRK ENT (Lat: 26.011344,  Lng: -80.319722),  Route carried "on" structure: Other road ,  Year Built: 1977,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 624 (year 2001),  Truck Traffic: 2%,  Average Future Daily Traffic: 748 (year 2025),  Design Load: HS 20,  Features Intersected: CANAL IN C.B.SMITH PARK,  Facility Carried by Structure: PARK PERIMETER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860316,  Location: 2.5 MI S OF SR-820 (Lat: 25.978806,  Lng: -80.351944),  Route carried "under" structure: Interstate 75,  Year Built: 1982,  Structure Length: 12.60m (41.34ft),  Average Daily Traffic: 163,000 (year 2006),  Truck Traffic: 6%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: MIRAMAR PKY
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 2.432,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 86035,  Location: SR-820 AT I-75 (Lat: 26.007222,  Lng: -80.340833),  Route carried "under" structure: Interstate 75,  Year Built: 1982,  Structure Length: 12.84m (42.13ft),  Average Daily Traffic: 111,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: I-75 (SR-93),  Facility Carried by Structure: SR-820
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 6.033,  Lanes on structure: 8,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)

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Structure Number: 860407,  Location: 2.9 MI N OF DADE CO. LINE (Lat: 26.010317,  Lng: -80.213317),  Route carried "under" structure: State highway 820,  Year Built: 1986,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 53,500 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 820 HOLLYWOOD BLVD,  Facility Carried by Structure: SR91 SB TPK 50.1
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 21.935,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 860408,  Location: 2.9 MI N OF DADE CO.LINE (Lat: 26.009883,  Lng: -80.213017),  Route carried "under" structure: State highway 820,  Year Built: 1986,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 53,500 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 820 HOLLYWOOD BLVD,  Facility Carried by Structure: SR91 NB TPK 50.11
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 21.955,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 860409,  Location: 2.6 MI N OF DADE CO. LINE (Lat: 26.005483,  Lng: -80.214383),  Route carried "under" structure: State highway 91,  Year Built: 1985,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 108,500 (year 2007),  Truck Traffic: 11%,  Features Intersected: SR 91 TPK (HLYWD BV INT)
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.415,  Lanes on structure: 2,  Lanes under structure: 7,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)