SR 60 KENNEDY BLVD over HILLSBOROUGH RIVER (Route: 60)
Num:100100x
Open: no restriction [A]
Built: 1913, Reconstructed: 1995
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Concrete [1] Arch - Deck [11]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 98.1 m = 321.9 ft
Main Spans: 1 at 36.9 m = 121.1 ft
Approach Spans: 2
Skew: 23
Width, Roadway: 18.1 m = 59.4 ft (5 Lanes) and Out-To-Out: 23.8 m = 78.1 ft for a 18.1 m = 59.4 ft approaching roadway.
Vertical Clearance: 5.61 m = 18.4 ft and Navigational Clearance: 3.3 m = 10.8 ft

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Highway Agency [01], DOT District: 7
0.7 MI W OF US-41

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 45.1 metric ton = 49.6 tons (Load Factor(LF) [1])
Inventory: 27.1 metric ton = 29.8 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 desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 33550 (2020) and Trucks: 3%
Future ADT: 41937 (In 2040 )

BROREIN STREET over HILLSBOROUGH RIVER (Route: 0)
Num:105501x
Posted for other load-capacity restriction [R]
Built: 1959, 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: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 97 m = 318.3 ft
Main Spans: 1 at 40.3 m = 132.2 ft
Approach Spans: 3
Skew: 0
Width, Roadway: 12.8 m = 42.0 ft (4 Lanes) and Out-To-Out: 16.6 m = 54.5 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 3.1 m = 10.2 ft

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by City or Municipal Highway Agency [04], DOT District: 7
DOWNTOWN TAMPA

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 34.4 metric ton = 37.8 tons (Allowable Stress(AS) [2])
Inventory: 23.8 metric ton = 26.2 tons (Allowable Stress(AS) [2])

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: Equal to present minimum criteria [6]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: March 2020 [0320] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 11000 (2020) and Trucks: 5%
Future ADT: 13750 (In 2040 )

SR618 WB & RAMPS over HILLS RVR & DOWNTOWN TPA (Route: 618)
Num:100332x
Open: no restriction [A]
Built: 1975, Reconstructed: 1981
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 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: 3042.5 m = 9982.4 ft
Main Spans: 2 at 60.4 m = 198.2 ft
Approach Spans: 127
Skew: 99
Width, Roadway: 11.6 m = 38.1 ft (2 Lanes) and Out-To-Out: 13.4 m = 44.0 ft for a 13.4 m = 44.0 ft approaching roadway.
Vertical Clearance: 5.9 m = 19.4 ft and Navigational Clearance: 12.1 m = 39.7 ft

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Toll Authority [31], DOT District: 7
BETWEEN 19TH & BAYSHORE

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 30 metric ton = 33.0 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 26.5 metric ton = 29.2 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 1999 [899] and Frequency: 24

Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 29250 (2019) and Trucks: 8%
Future ADT: 50749 (In 2041 )

SR-618 EB & RAMPS over HILLS RVR & DOWNTOWN TPA (Route: 618)
Num:100333x
Open: no restriction [A]
Built: 1975, Reconstructed: 1981
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.4 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: Monolithic Concrete (concurrently placed with structural deck) [1]

Bridge Dimensions
Length: 2998.3 m = 9837.4 ft
Main Spans: 1 at 49.1 m = 161.1 ft
Approach Spans: 131
Skew: 99
Width, Roadway: 12.1 m = 39.7 ft (2 Lanes) and Out-To-Out: 13.4 m = 44.0 ft for a 12.1 m = 39.7 ft approaching roadway.
Vertical Clearance: 5.33 m = 17.5 ft and Navigational Clearance: 12.1 m = 39.7 ft

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Toll Authority [31], DOT District: 7
BTWN BAYSHORE & 19TH

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 30 metric ton = 33.0 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 26.5 metric ton = 29.2 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 1999 [899] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 29250 (2019) and Trucks: 8%
Future ADT: 50749 (In 2041 )

SR618 SELMON WB over HYDE PARK & PLANT AVE. (Route: 618)
Num:100330x
Open: no restriction [A]
Built: 1975, 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): 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: 203 m = 666.0 ft
Main Spans: 8 at 32 m = 105.0 ft
Approach Spans: 0
Skew: 5
Width, Roadway: 11.1 m = 36.4 ft (2 Lanes) and Out-To-Out: 12.1 m = 39.7 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Toll Authority [31], DOT District: 7
0.2MI W OF HILLSBOROUGH R

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 99.9 metric ton = 109.9 tons (Allowable Stress(AS) [2])
Inventory: 57.2 metric ton = 62.9 tons (Allowable Stress(AS) [2])

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: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 1999 [799] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 30000 (2019) and Trucks: 8%
Future ADT: 52050 (In 2041 )

SR618 SELMON EB over HYDE PARK & PLANT AVE. (Route: 618)
Num:100331x
Open: no restriction [A]
Built: 1975, 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): 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: 203 m = 666.0 ft
Main Spans: 8 at 32 m = 105.0 ft
Approach Spans: 0
Skew: 5
Width, Roadway: 11.1 m = 36.4 ft (2 Lanes) and Out-To-Out: 12.1 m = 39.7 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Toll Authority [31], DOT District: 7
0.2MI W OF HILLSBOROUGH R

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 99.9 metric ton = 109.9 tons (Allowable Stress(AS) [2])
Inventory: 57.2 metric ton = 62.9 tons (Allowable Stress(AS) [2])

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: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 1999 [799] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 30000 (2019) and Trucks: 8%
Future ADT: 52050 (In 2041 )

CASS STREET over HILLSBOROUGH RIVER (Route: 0)
Num:105502x
Posted for other load-capacity restriction [R]
Built: 1927, Reconstructed: 1949
Historic: Bridge is possibly eligible for the NRHP. [3]

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): Concrete [1] Tee beam [04]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 154.1 m = 505.6 ft
Main Spans: 1 at 35.1 m = 115.2 ft
Approach Spans: 10
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (4 Lanes) and Out-To-Out: 17.1 m = 56.1 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 3.9 m = 12.8 ft

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by City or Municipal Highway Agency [04], DOT District: 7
DOWNTOWN TAMPA

Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: M 13.5 / H 15 [2]
Operating: 42.7 metric ton = 47.0 tons (Load Factor(LF) [1])
Inventory: 25.7 metric ton = 28.3 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: 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: March 2020 [0320] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 5950 (2020) and Trucks: 5%
Future ADT: 9298 (In 2040 )

PLATT STREET over HILLSBOROUGH RIVER (Route: 0)
Num:105500x
Open: no restriction [A]
Built: 1926, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel [3] Movable - Bascule [16]
Approach Span(s): Concrete [1] Tee beam [04]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 128.3 m = 421.0 ft
Main Spans: 1 at 33.8 m = 110.9 ft
Approach Spans: 8
Skew: 0
Width, Roadway: 12.1 m = 39.7 ft (4 Lanes) and Out-To-Out: 18.1 m = 59.4 ft for a 12.1 m = 39.7 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 4.2 m = 13.8 ft

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by County Highway Agency [02], DOT District: 7
AT BAYSHORE BLVD

Condition
Deck: Good [7]
Superstructure: Fair [5]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 38.2 metric ton = 42.0 tons (Load Factor(LF) [1])
Inventory: 22.9 metric ton = 25.2 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: Equal to present minimum criteria [6]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 20500 (2020) and Trucks: 9%
Future ADT: 25625 (In 2040 )

ASHLEY ST RMP-275 over ASHLEY ST SB TO TAMPA ST (Route: 0)
Num:105610x
Posted for other load-capacity restriction [R]
Built: 1964, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.4 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 Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 53.3 m = 174.9 ft
Main Spans: 3 at 20.7 m = 67.9 ft
Approach Spans: 0
Skew: 47
Width, Roadway: 8.6 m = 28.2 ft (2 Lanes) and Out-To-Out: 10.3 m = 33.8 ft for a 8.6 m = 28.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by City or Municipal Highway Agency [04], DOT District: 7
Ashley St. Ramp to I-275

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 18 / H 20 [4]
Operating: 37.4 metric ton = 41.1 tons (Load Factor(LF) [1])
Inventory: 32.3 metric ton = 35.5 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: 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: February 1999 [299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 8900 (2017) and Trucks: 11%
Future ADT: 15442 (In 2039 )

CYPRESS ST. over DRAINAGE CANAL (Route: 0)
Num:105913x
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): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 10 m = 32.8 ft
Main Spans: 3 at 4.2 m = 13.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 0 m = 0.0 ft (2 Lanes) and Out-To-Out: 0 m = 0.0 ft for a 18 m = 59.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by City or Municipal Highway Agency [04], DOT District: 7
IN JULIAN B. LANE PARK

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 13.5 / H 15 [2]
Operating: 52.1 metric ton = 57.3 tons (Load Factor(LF) [1])
Inventory: 31.4 metric ton = 34.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: N/A [N]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: February 1999 [299] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 19.9 km = 12.3 mi
Traffic
ADT: 101 (2017) and Trucks: 1%
Future ADT: 175 (In 2039 )