SOUTH ANDREWS AVE. over New River & New River Dr (Route: 0)
Num:860319x
Open: no restriction [A]
Built: 1981, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Concrete continuous [2] Slab [01]
Deck: Open Grating [3] with Wearing Surface:

Bridge Dimensions
Length: 189.3 m = 621.1 ft
Main Spans: 1 at 29.3 m = 96.1 ft
Approach Spans: 12
Skew: 0
Width, Roadway: 15.2 m = 49.9 ft (4 Lanes) and Out-To-Out: 16.2 m = 53.2 ft for a 15.2 m = 49.9 ft approaching roadway.
Vertical Clearance: 5.12 m = 16.8 ft and Navigational Clearance: 5.1 m = 16.7 ft

Location
Fort Lauderdale [24000]: Broward County [011], Florida [12]
Owned by County Highway Agency [02], DOT District: 4
0.2MI S OF BROWARD BLVD.

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 34.7 metric ton = 38.2 tons (Allowable Stress(AS) [2])
Inventory: 24.9 metric ton = 27.4 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: August 1999 [899] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 20500 (2020) and Trucks: 5%
Future ADT: 24600 (In 2042 )

SW 7TH AVE over NEW RIVER AND 5TH AVE (Route: 0)
Num:864072x
Open: no restriction [A]
Built: 1964, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.4 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Deck: Open Grating [3] with Wearing Surface:

Bridge Dimensions
Length: 111.6 m = 366.2 ft
Main Spans: 1 at 28.4 m = 93.2 ft
Approach Spans: 6
Skew: 0
Width, Roadway: 14 m = 45.9 ft (4 Lanes) and Out-To-Out: 18.4 m = 60.4 ft for a 14 m = 45.9 ft approaching roadway.
Vertical Clearance: 5.7 m = 18.7 ft and Navigational Clearance: 5.4 m = 17.7 ft

Location
Fort Lauderdale [24000]: Broward County [011], Florida [12]
Owned by County Highway Agency [02], DOT District: 4
0.25MI S OF W BROWARD BLV

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 18 / H 20 [4]
Operating: 48.4 metric ton = 53.2 tons (Allowable Stress(AS) [2])
Inventory: 34.1 metric ton = 37.5 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Better than present minimum criteria [7]
Waterway: Equal to present minimum criteria [6] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: June 1999 [699] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 17600 (2020) and Trucks: 5%
Future ADT: 30536 (In 2042 )

SE 3RD AVE over NEW RIVER & NEW RVR DR'S (Route: 0)
Num:864071x
Open: no restriction [A]
Built: 1960, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.5 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Deck: Open Grating [3] with Wearing Surface:

Bridge Dimensions
Length: 111.6 m = 366.2 ft
Main Spans: 1 at 28.3 m = 92.9 ft
Approach Spans: 6
Skew: 0
Width, Roadway: 14 m = 45.9 ft (4 Lanes) and Out-To-Out: 18.2 m = 59.7 ft for a 14 m = 45.9 ft approaching roadway.
Vertical Clearance: 5.79 m = 19.0 ft and Navigational Clearance: 5.5 m = 18.0 ft

Location
Fort Lauderdale [24000]: Broward County [011], Florida [12]
Owned by County Highway Agency [02], DOT District: 4
0.3MI S OF E BROWARD BLV

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 18 / H 20 [4]
Operating: 43.4 metric ton = 47.7 tons (Allowable Stress(AS) [2])
Inventory: 31.4 metric ton = 34.5 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: June 1999 [699] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 20160 (2020) and Trucks: 2%
Future ADT: 24192 (In 2042 )