Brickell Ave. over Miami River (Route: 1)
Num:870759x
Open: no restriction [A]
Built: 1995, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 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: 127.7 m = 419.0 ft
Main Spans: 1 at 45.5 m = 149.3 ft
Approach Spans: 2
Skew: 0
Width, Roadway: 24.4 m = 80.1 ft (6 Lanes) and Out-To-Out: 30.4 m = 99.7 ft for a 24.4 m = 80.1 ft approaching roadway.
Vertical Clearance: 30.18 m = 99.0 ft and Navigational Clearance: 7 m = 23.0 ft

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by State Highway Agency [01], DOT District: 6
Brickell Ave. & Miami Riv

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 45.7 metric ton = 50.3 tons (Load Factor(LF) [1])
Inventory: 27.4 metric ton = 30.1 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: February 1999 [299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.4 km = 0.2 mi
Traffic
ADT: 36000 (2019) and Trucks: 3%
Future ADT: 62460 (In 2041 )

MIAMI AVE NB over MIAMI RIVER (Route: 0)
Num:874664x
Open: no restriction [A]
Built: 1985, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.2 Miles (0.3 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: 191.7 m = 629.0 ft
Main Spans: 1 at 53.6 m = 175.9 ft
Approach Spans: 9
Skew: 0
Width, Roadway: 12.9 m = 42.3 ft (3 Lanes) and Out-To-Out: 15.6 m = 51.2 ft for a 12.9 m = 42.3 ft approaching roadway.
Vertical Clearance: 5.96 m = 19.6 ft and Navigational Clearance: 5.8 m = 19.0 ft

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by County Highway Agency [02], DOT District: 6
200 FT. S/O. SW 3RD ST.

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 37.6 metric ton = 41.4 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 28.9 metric ton = 31.8 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: January 2020 [0120] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 4460 (2015) and Trucks: 5%
Future ADT: 6176 (In 2038 )

MIAMI AVE SB over MIAMI RIVER (Route: 0)
Num:874663x
Open: no restriction [A]
Built: 1985, 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): Concrete continuous [2] Slab [01]
Deck: Open Grating [3] with Wearing Surface:

Bridge Dimensions
Length: 191.7 m = 629.0 ft
Main Spans: 1 at 53.6 m = 175.9 ft
Approach Spans: 9
Skew: 0
Width, Roadway: 12.9 m = 42.3 ft (3 Lanes) and Out-To-Out: 15.6 m = 51.2 ft for a 12.9 m = 42.3 ft approaching roadway.
Vertical Clearance: 5.95 m = 19.5 ft and Navigational Clearance: 5.8 m = 19.0 ft

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by County Highway Agency [02], DOT District: 6
200 FT S/O SW 3RD ST.

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 36.8 metric ton = 40.5 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 28.4 metric ton = 31.2 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: January 2020 [0120] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 4460 (2015) and Trucks: 5%
Future ADT: 6010 (In 2038 )

SE 8th Street over Brickell Bay (Route: 0)
Num:876414x
Open: no restriction [A]
Built: 1973, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Precast Panels [2] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 244.6 m = 802.5 ft
Main Spans: 13 at 18.7 m = 61.4 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 15.8 m = 51.8 ft (4 Lanes) and Out-To-Out: 20.1 m = 65.9 ft for a 7.9 m = 25.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 2.4 m = 7.9 ft

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by City or Municipal Highway Agency [04], DOT District: 6
500 Ft. East of US-1

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 62 metric ton = 68.2 tons (Load Factor(LF) [1])
Inventory: 35.4 metric ton = 38.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: June 2020 [0620] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 4162 (2020) and Trucks: 2%
Future ADT: 6140 (In 2042 )

S MIAMI AVE - I-95 over SR-970 TO SW 1ST CT (Route: 95)
Num:870555x
Open: no restriction [A]
Built: 1969, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 274.3 m = 900.0 ft
Main Spans: 12 at 31.7 m = 104.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 5.8 m = 19.0 ft (1 Lanes) and Out-To-Out: 8.6 m = 28.2 ft for a 5.8 m = 19.0 ft approaching roadway.
Vertical Clearance: 5.24 m = 17.2 ft and Navigational Clearance: 0 = N/A

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by State Highway Agency [01], DOT District: 6
DOWNTOWN INTRCHG

Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 82.3 metric ton = 90.5 tons (Load Factor(LF) [1])
Inventory: 49.4 metric ton = 54.3 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 3600 (2019) and Trucks: 2%
Future ADT: 6246 (In 2041 )

US1 TO I95 NB over SE 1ST AVE TO NW 2ND ST (Route: 970)
Num:870475x
Open: no restriction [A]
Built: 1968, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Concrete [1] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 1082.8 m = 3552.7 ft
Main Spans: 4 at 40.2 m = 131.9 ft
Approach Spans: 45
Skew: 99
Width, Roadway: 6 m = 19.7 ft (1 Lanes) and Out-To-Out: 6.7 m = 22.0 ft for a 9.1 m = 29.9 ft approaching roadway.
Vertical Clearance: 4.66 m = 15.3 ft and Navigational Clearance: 0 = N/A

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by State Highway Agency [01], DOT District: 6
DOWNTOWN INTRCHG

Condition
Deck: Satisfactory [6]
Superstructure: Fair [5]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 49.8 metric ton = 54.8 tons (Load Factor(LF) [1])
Inventory: 29.8 metric ton = 32.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 14250 (2019) and Trucks: 4%
Future ADT: 24724 (In 2041 )

I-95NB TO US-1 over SW 2ND ST TO SE 1ST AVE (Route: 970)
Num:870472x
Open: no restriction [A]
Built: 1968, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 787.6 m = 2584.1 ft
Main Spans: 2 at 53.6 m = 175.9 ft
Approach Spans: 34
Skew: 99
Width, Roadway: 6.8 m = 22.3 ft (1 Lanes) and Out-To-Out: 8.4 m = 27.6 ft for a 6.8 m = 22.3 ft approaching roadway.
Vertical Clearance: 5.21 m = 17.1 ft and Navigational Clearance: 0 = N/A

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by State Highway Agency [01], DOT District: 6
DOWNTOWN INTRCHG

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 64.6 metric ton = 71.1 tons (Load Factor(LF) [1])
Inventory: 38.7 metric ton = 42.6 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 14250 (2019) and Trucks: 4%
Future ADT: 24724 (In 2041 )

S MIAMI AV - I-95N over SW 1ST CT (Route: 95)
Num:870556x
Open: no restriction [A]
Built: 1968, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 196.6 m = 645.0 ft
Main Spans: 8 at 31.7 m = 104.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 5.5 m = 18.0 ft (1 Lanes) and Out-To-Out: 6.6 m = 21.7 ft for a 8.8 m = 28.9 ft approaching roadway.
Vertical Clearance: 5 m = 16.4 ft and Navigational Clearance: 0 = N/A

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by State Highway Agency [01], DOT District: 6
DOWNTOWN INTRCHG

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 55.5 metric ton = 61.1 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: November 2020 [1120] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 13500 (2019) and Trucks: 7%
Future ADT: 23422 (In 2041 )

US-1 TO I-95 SB over I-95 NB TO SE 1ST AVE (Route: 970)
Num:870473x
Open: no restriction [A]
Built: 1968, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Concrete [1] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 463.9 m = 1522.1 ft
Main Spans: 4 at 48.4 m = 158.8 ft
Approach Spans: 13
Skew: 99
Width, Roadway: 5.4 m = 17.7 ft (1 Lanes) and Out-To-Out: 7.4 m = 24.3 ft for a 5.4 m = 17.7 ft approaching roadway.
Vertical Clearance: 5.49 m = 18.0 ft and Navigational Clearance: 0 = N/A

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by State Highway Agency [01], DOT District: 6
DOWNTOWN INTRCHG

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 73.1 metric ton = 80.4 tons (Load Factor(LF) [1])
Inventory: 43.8 metric ton = 48.2 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 14250 (2020) and Trucks: 4%
Future ADT: 24724 (In 2042 )

I-95SB TO US1 over W FLAGLER TO S MIAMI (Route: 95)
Num:870474x
Open: no restriction [A]
Built: 1968, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel [3] Stringer/Multi-beam or girder [02]
Approach Span(s): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 755.9 m = 2480.1 ft
Main Spans: 1 at 55.7 m = 182.8 ft
Approach Spans: 32
Skew: 99
Width, Roadway: 6.8 m = 22.3 ft (2 Lanes) and Out-To-Out: 10.1 m = 33.1 ft for a 6.8 m = 22.3 ft approaching roadway.
Vertical Clearance: 4.62 m = 15.2 ft and Navigational Clearance: 0 = N/A

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by State Highway Agency [01], DOT District: 6
DOWNTOWN INTRCHG

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 73.9 metric ton = 81.3 tons (Load Factor(LF) [1])
Inventory: 44.3 metric ton = 48.7 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of replacement [2]
Road Alignment: Meets minimum tolerable limits to be left in place as is [4]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 1999 [699] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.8 km = 0.5 mi
Traffic
ADT: 26000 (2019) and Trucks: 4%
Future ADT: 45110 (In 2041 )

SW 2ND AVE. over MIAMI RIVER (Route: 0)
Num:874264x
Open: no restriction [A]
Built: 2003, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Concrete continuous [2] Slab [01]
Deck: Closed Grating [4] with Wearing Surface:

Bridge Dimensions
Length: 172.9 m = 567.3 ft
Main Spans: 1 at 77.3 m = 253.6 ft
Approach Spans: 4
Skew: 0
Width, Roadway: 17.8 m = 58.4 ft (4 Lanes) and Out-To-Out: 24.8 m = 81.4 ft for a 17.8 m = 58.4 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 6 m = 19.7 ft

Location
Miami [45000]: Miami-Dade County [086], Florida [12]
Owned by County Highway Agency [02], DOT District: 6
0.1 Mi. N OF SW 7TH ST

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 57.1 metric ton = 62.8 tons (Load Factor(LF) [1])
Inventory: 34.2 metric ton = 37.6 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: January 2020 [0120] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 1042 (2014) and Trucks: 2%
Future ADT: 2009 (In 2036 )