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Nearby Bridges in NBI 2021: 18


LAUREL STREET over HILLSBOROUGH RIVER (Route: 0)
Num:105503x
Posted for other load-capacity restriction [R]
Built: 1926, Reconstructed: 1969
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] Tee beam [04]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]
Bridge Dimensions
Length: 111.5 m = 365.8 ft
Main Spans: 1 at 30.3 m = 99.4 ft
Approach Spans: 10
Skew: 0
Width, Roadway: 12 m = 39.4 ft (3 Lanes) and Out-To-Out: 18.4 m = 60.4 ft for a 12 m = 39.4 ft approaching roadway.
Vertical Clearance: 6 m = 19.7 ft and Navigational Clearance: 3.6 m = 11.8 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: Fair [5]
Substructure: Fair [5]
Loading
Design: M 13.5 / H 15 [2]
Operating: 43.1 metric ton = 47.4 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: Meets minimum tolerable limits to be left in place as is [4]
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: March 1999 [399] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 5240 (2020) and Trucks: 5%
Future ADT: 6550 (In 2040 )
I-275 NB (SR-93) over HILLSBOROUGH RIVER (Route: 275)
Num:100136x
Open: no restriction [A]
Built: 1964, Reconstructed: 2009
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 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: 283.5 m = 930.2 ft
Main Spans: 11 at 32 m = 105.0 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 22 m = 72.2 ft (5 Lanes) and Out-To-Out: 23.6 m = 77.4 ft for a 22 m = 72.2 ft approaching roadway.
Vertical Clearance: 5.21 m = 17.1 ft and Navigational Clearance: 12.1 m = 39.7 ft
Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Highway Agency [01], DOT District: 7
1.2MI W of I-275/I-4 INT
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 55.3 metric ton = 60.8 tons (Load Factor(LF) [1])
Inventory: 35.5 metric ton = 39.1 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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 2020 [0820] and Frequency: 24
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 115000 (2020) and Trucks: 6%
Future ADT: 199525 (In 2041 )
I-275 (SR-93) over HILLSBOROUGH RIVER (Route: 275)
Num:100135x
Open: no restriction [A]
Built: 1964, Reconstructed: 2015
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 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: 276.5 m = 907.2 ft
Main Spans: 11 at 31.9 m = 104.7 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 23.8 m = 78.1 ft (5 Lanes) and Out-To-Out: 24.7 m = 81.0 ft for a 23.8 m = 78.1 ft approaching roadway.
Vertical Clearance: 5.43 m = 17.8 ft and Navigational Clearance: 12.1 m = 39.7 ft
Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Highway Agency [01], DOT District: 7
1.2 MI W OF I-275 I-4 INT
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: HL93 [A]
Operating: 44.1 metric ton = 48.5 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 32.7 metric ton = 36.0 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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Inspections
Date: August 2020 [0820] and Frequency: 24
Future Work
Work Needed: Other structural work: including hydraulic replacements. [38]
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 115000 (2020) and Trucks: 6%
Future ADT: 199525 (In 2041 )
I-275 NB over Slope (Route: 275)
Num:100611x
Open: no restriction [A]
Built: 2009, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.2 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: 19.8 m = 65.0 ft
Main Spans: 1 at 19.8 m = 65.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 11 m = 36.1 ft (1 Lanes) and Out-To-Out: 11.9 m = 39.0 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 Highway Agency [01], DOT District: 7
2.5MI. E OF DALE MABRY
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: MS 18 / HS 20 [5]
Operating: 70.8 metric ton = 77.9 tons (Load Factor(LF) [1])
Inventory: 42.4 metric ton = 46.6 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge not over waterway. [N]
Inspections
Date: March 1999 [399] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.7 km = 0.4 mi
Traffic
ADT: 13500 (2019) and Trucks: 6%
Future ADT: 23422 (In 2041 )
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: 0.2 Miles (0.3 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 )
I275-ASHLEY ST RMP over LAUREL STREET (Route: 275)
Num:100290x
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 (0.3 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: 45 m = 147.6 ft
Main Spans: 3 at 19.5 m = 64.0 ft
Approach Spans: 0
Skew: 20
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 10.4 m = 34.1 ft for a 8.5 m = 27.9 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 Highway Agency [01], DOT District: 7
0.5 MI NORTH OF SR-60
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18 / HS 20 [5]
Operating: 85.4 metric ton = 93.9 tons (Load Factor(LF) [1])
Inventory: 51.3 metric ton = 56.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 15000 (2020) and Trucks: 10%
Future ADT: 25000 (In 2040 )
ASHLEY ST ON-RAMP over LAUREL STREET (Route: 275)
Num:100291x
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 (0.3 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: 46 m = 150.9 ft
Main Spans: 3 at 19.6 m = 64.3 ft
Approach Spans: 0
Skew: 20
Width, Roadway: 8.5 m = 27.9 ft (2 Lanes) and Out-To-Out: 12.5 m = 41.0 ft for a 8.5 m = 27.9 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 Highway Agency [01], DOT District: 7
0.5 MI NORTH OF SR-60
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 54.4 metric ton = 59.8 tons (Load Factor(LF) [1])
Inventory: 49 metric ton = 53.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Basically intolerable requiring high priority of corrrective action [3]
Road Alignment: Better than present minimum criteria [7]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 2020 [0820] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 16250 (2020) and Trucks: 10%
Future ADT: 25000 (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: 0.2 Miles (0.3 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 )
I-275 NB over NORTH BLVD. (Route: 275)
Num:100705x
Open: no restriction [A]
Built: 2009, 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): 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: 37.5 m = 123.0 ft
Main Spans: 1 at 37.5 m = 123.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 26.7 m = 87.6 ft (5 Lanes) and Out-To-Out: 27.1 m = 88.9 ft for a 26.7 m = 87.6 ft approaching roadway.
Vertical Clearance: 30.45 m = 99.9 ft and Navigational Clearance: 0 = N/A
Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Highway Agency [01], DOT District: 7
2.3 MI EAST OF US-92
Condition
Deck: Good [7]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 81.4 metric ton = 89.5 tons (Load Factor(LF) [1])
Inventory: 37.2 metric ton = 40.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 115000 (2019) and Trucks: 6%
Future ADT: 199525 (In 2041 )
ASHLEY RMP TO I275 over SCOTT STREET (Route: 275)
Num:100831x
Open: no restriction [A]
Built: 2005, 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] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 53.7 m = 176.2 ft
Main Spans: 3 at 21.7 m = 71.2 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 8.4 m = 27.6 ft (1 Lanes) and Out-To-Out: 9.4 m = 30.8 ft for a 8.4 m = 27.6 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 Highway Agency [01], DOT District: 7
1000FT E OF HILLSB RIVER
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 56 metric ton = 61.6 tons (Load Factor(LF) [1])
Inventory: 33.6 metric ton = 37.0 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: July 2020 [0720] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 8100 (2020) and Trucks: 6%
Future ADT: 14054 (In 2040 )
I-275 (SR-93) SB over NORTH BLVD. (Route: 275)
Num:100134x
Open: no restriction [A]
Built: 1963, Reconstructed: 2014
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): 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: 49.8 m = 163.4 ft
Main Spans: 3 at 25.7 m = 84.3 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 27.3 m = 89.6 ft (5 Lanes) and Out-To-Out: 29.2 m = 95.8 ft for a 27.3 m = 89.6 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 Highway Agency [01], DOT District: 7
2.3MI E OF US-92 (SR-600)
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: HL93 [A]
Operating: 48.4 metric ton = 53.2 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 44.5 metric ton = 49.0 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: August 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 115000 (2019) and Trucks: 6%
Future ADT: 199525 (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 (0.4 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 )
I-275 NB (SR-93) over BUS 41 (SR-685) (Route: 275)
Num:100110x
Open: no restriction [A]
Built: 1964, Reconstructed: 2006
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): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 333.2 m = 1093.2 ft
Main Spans: 15 at 25.8 m = 84.6 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 24.1 m = 79.1 ft (5 Lanes) and Out-To-Out: 25.1 m = 82.4 ft for a 24.1 m = 79.1 ft approaching roadway.
Vertical Clearance: 5.43 m = 17.8 ft and Navigational Clearance: 0 = N/A
Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Highway Agency [01], DOT District: 7
0.2 MI E HILLSBORO RIVER
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 55.9 metric ton = 61.5 tons (Load Factor(LF) [1])
Inventory: 34.7 metric ton = 38.2 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
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: 115000 (2020) and Trucks: 6%
Future ADT: 199525 (In 2040 )
I-275 SB (SR-93) over BUSINESS US-41(SR-685) (Route: 275)
Num:100832x
Open: no restriction [A]
Built: 1964, Reconstructed: 2005
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: 334.1 m = 1096.2 ft
Main Spans: 15 at 25.8 m = 84.6 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 18.8 m = 61.7 ft (4 Lanes) and Out-To-Out: 19.7 m = 64.6 ft for a 18.8 m = 61.7 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 Highway Agency [01], DOT District: 7
0.2 MI E OF HILLS RIVER
Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 55.9 metric ton = 61.5 tons (Load Factor(LF) [1])
Inventory: 34.7 metric ton = 38.2 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: Equal to present desirable criteria [8]
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: 115000 (2020) and Trucks: 8%
Future ADT: 138000 (In 2040 )
NORTH BLVD. over HILLSBOROUGH RIVER (Route: 0)
Num:105600x
Open: no restriction [A]
Built: 1959, 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): Steel continuous [4] 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: 247.2 m = 811.1 ft
Main Spans: 3 at 27.4 m = 89.9 ft
Approach Spans: 10
Skew: 0
Width, Roadway: 12.8 m = 42.0 ft (2 Lanes) and Out-To-Out: 16.5 m = 54.1 ft for a 12.8 m = 42.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 12.1 m = 39.7 ft
Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by City or Municipal Highway Agency [04], DOT District: 7
0.5 MI. S OF COLUMBUS DR.
Condition
Deck: Satisfactory [6]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.6 metric ton = 72.2 tons (Load Factor(LF) [1])
Inventory: 39.4 metric ton = 43.3 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 minimum criteria [6]
Waterway: Superior to present desirable criteria [9] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: February 1999 [299] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 10500 (2017) and Trucks: 5%
Future ADT: 18218 (In 2039 )
RAMP I275SB TO DWN over FLORIDA AVE. (Route: 275)
Num:100651x
Open: no restriction [A]
Built: 2005, 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: 395.9 m = 1298.9 ft
Main Spans: 16 at 43.6 m = 143.1 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 12.5 m = 41.0 ft (2 Lanes) and Out-To-Out: 13.4 m = 44.0 ft for a 13.2 m = 43.3 ft approaching roadway.
Vertical Clearance: 5.24 m = 17.2 ft and Navigational Clearance: 0 = N/A
Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Highway Agency [01], DOT District: 7
0.2MI E OF HILLSBOROUGH R
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 53.8 metric ton = 59.2 tons (Load Factor(LF) [1])
Inventory: 33.1 metric ton = 36.4 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present minimum criteria [6]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: June 2020 [0620] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 5600 (2020) and Trucks: 8%
Future ADT: 9716 (In 2040 )
I-275 NB over Willow Ave. (Route: 275)
Num:100703x
Open: no restriction [A]
Built: 2009, 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): Prestressed concrete [5] Box Beam or girders - Single or Spread [06]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 32.9 m = 107.9 ft
Main Spans: 1 at 32.9 m = 107.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 27.5 m = 90.2 ft (5 Lanes) and Out-To-Out: 28.5 m = 93.5 ft for a 27.5 m = 90.2 ft approaching roadway.
Vertical Clearance: 30.45 m = 99.9 ft and Navigational Clearance: 0 = N/A
Location
Tampa [71000]: Hillsborough County [057], Florida [12]
Owned by State Highway Agency [01], DOT District: 7
2.0 MI E of Dale Mabry
Condition
Deck: Very Good [8]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 99.9 metric ton = 109.9 tons (Load Factor(LF) [1])
Inventory: 58.7 metric ton = 64.6 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: May 1999 [599] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 115000 (2019) and Trucks: 6%
Future ADT: 199525 (In 2041 )
I-275 (SR-93) SB over WILLOW AVENUE (Route: 275)
Num:100704x
Open: no restriction [A]
Built: 2014, 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): Prestressed concrete [5] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Monolithic Concrete (concurrently placed with structural deck) [1]
Bridge Dimensions
Length: 32.9 m = 107.9 ft
Main Spans: 1 at 32.9 m = 107.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 30.5 m = 100.1 ft (5 Lanes) and Out-To-Out: 30.5 m = 100.1 ft for a 30.8 m = 101.1 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 Highway Agency [01], DOT District: 7
0.8 MI W/O US-41 BUS
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 51 metric ton = 56.1 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 46.7 metric ton = 51.4 tons (Load and Resistance Factor(LRFR) [3])
Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
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: 115000 (2020) and Trucks: 6%
Future ADT: 199525 (In 2040 )

Special Bridge Conditions Legend: R - Former location of relocated bridge. ! - At risk for demolition or destruction. X - Confirmed demolished or collapsed. S  - Dismantled and/or in storage. L -  Severe loss of historic integrity due to alteration.

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