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Nearby Bridges in NBI 2021: 16


I-95 (SR-9)NB & SB over SAN MARCO/PALM/ST J RIV. (Route: 95)
Num:720627x
Open: no restriction [A]
Built: 2003, Reconstructed: 2017
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 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: 652.3 m = 2140.2 ft
Main Spans: 16 at 42.7 m = 140.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 29 m = 95.1 ft (6 Lanes) and Out-To-Out: 39.3 m = 128.9 ft for a 29 m = 95.1 ft approaching roadway.
Vertical Clearance: 5.43 m = 17.8 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
I-95/SMARCO/PALM/ST J RIV
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: M 18 / H 20 [4]
Operating: 54.2 metric ton = 59.6 tons (Load Factor(LF) [1])
Inventory: 32.7 metric ton = 36.0 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
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 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 170000 (2019) and Trucks: 9%
Future ADT: 294950 (In 2041 )
I-95 NB ON RAMP over ST. JOHNS RIVER (Route: 95)
Num:720628x
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: 0.1 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: 250.2 m = 820.9 ft
Main Spans: 6 at 41.7 m = 136.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.3 m = 27.2 ft (1 Lanes) and Out-To-Out: 9.4 m = 30.8 ft for a 8.3 m = 27.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
PALM AVE RAMP TO I-95 NB
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 85.3 metric ton = 93.8 tons (Load Factor(LF) [1])
Inventory: 51.7 metric ton = 56.9 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: Equal to present desirable criteria [8] 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: 0.6 km = 0.4 mi
Traffic
ADT: 13000 (2019) and Trucks: 10%
Future ADT: 22555 (In 2041 )
I-95 SB OFF RAMP over ST. JOHNS RIVER (Route: 95)
Num:720633x
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: 0.1 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: 264.4 m = 867.5 ft
Main Spans: 6 at 44.1 m = 144.7 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 7.2 m = 23.6 ft (2 Lanes) and Out-To-Out: 13.1 m = 43.0 ft for a 7.2 m = 23.6 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
I-95SB RAMP TO PALM AVE.
Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 88.9 metric ton = 97.8 tons (Load Factor(LF) [1])
Inventory: 53.5 metric ton = 58.9 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: 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: August 1999 [899] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 13000 (2019) and Trucks: 10%
Future ADT: 22555 (In 2041 )
SR-13SB(ACOSTA S.) over PRUDENTIAL DR. (Route: 13)
Num:720572x
Open: no restriction [A]
Built: 1991, 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 continuous [4] 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: 137.2 m = 450.2 ft
Main Spans: 2 at 68.6 m = 225.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (3 Lanes) and Out-To-Out: 15.2 m = 49.9 ft for a 15.4 m = 50.5 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 SB / PRUDENTIAL DR.
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 43.7 metric ton = 48.1 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 33.7 metric ton = 37.1 tons (Load and Resistance Factor(LRFR) [3])
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: February 2020 [0220] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 15000 (2019) and Trucks: 2%
Future ADT: 26025 (In 2041 )
SR-13NB(ACOSTA S.) over PRUDENTIAL DR. (Route: 13)
Num:720573x
Open: no restriction [A]
Built: 1991, 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 continuous [4] 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: 120.4 m = 395.0 ft
Main Spans: 3 at 64 m = 210.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 14.6 m = 47.9 ft (3 Lanes) and Out-To-Out: 15.2 m = 49.9 ft for a 14.6 m = 47.9 ft approaching roadway.
Vertical Clearance: 5.52 m = 18.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 NB / PRUDENTIAL DR.
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 44.5 metric ton = 49.0 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 34.3 metric ton = 37.7 tons (Load and Resistance Factor(LRFR) [3])
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: January 2020 [0120] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 15000 (2019) and Trucks: 2%
Future ADT: 26025 (In 2041 )
SR-13 ACOSTA LEG D over PEDESTRIAN EVAC. ROUTE (Route: 13)
Num:720585x
Open: no restriction [A]
Built: 1991, 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): Concrete [1] Slab [01]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 9.4 m = 30.8 ft
Main Spans: 1 at 9.1 m = 29.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.2 m = 26.9 ft (1 Lanes) and Out-To-Out: 8.8 m = 28.9 ft for a 8.2 m = 26.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 SB/PED. EVAC. ROUTE
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 67.1 metric ton = 73.8 tons (Load Factor(LF) [1])
Inventory: 40.8 metric ton = 44.9 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: August 2020 [0820] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 3900 (2019) and Trucks: 1%
Future ADT: 6767 (In 2041 )
SR-13 ACOSTA LEG C over VACANT LOT (Route: 13)
Num:720574x
Open: no restriction [A]
Built: 1991, 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 continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 146 m = 479.0 ft
Main Spans: 5 at 32 m = 105.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.2 m = 26.9 ft (1 Lanes) and Out-To-Out: 10.8 m = 35.4 ft for a 17.1 m = 56.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 SB TO PRUDENTIAL DR
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 34.9 metric ton = 38.4 tons (Load Factor(LF) [1])
Inventory: 20.9 metric ton = 23.0 tons (Load Factor(LF) [1])
Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: August 2020 [0820] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 5751 (2020) and Trucks: 10%
Future ADT: 9978 (In 2042 )
SR-13 over MAIN ST. (Route: 13)
Num:720086x
Open: no restriction [A]
Built: 1958, Reconstructed: 1989
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): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 50.6 m = 166.0 ft
Main Spans: 3 at 27.1 m = 88.9 ft
Approach Spans: 0
Skew: 40
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 13.8 m = 45.3 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 RAMP OVER MAIN ST.
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 69.3 metric ton = 76.2 tons (Load Factor(LF) [1])
Inventory: 41.6 metric ton = 45.8 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: December 2020 [1220] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 15000 (2019) and Trucks: 2%
Future ADT: 26025 (In 2041 )
I-95 (SR-9) over US-1 (Route: 95)
Num:720792x
Open: no restriction [A]
Built: 2016, Reconstructed: N/A [0000]
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: 134.4 m = 441.0 ft
Main Spans: 1 at 41 m = 134.5 ft
Approach Spans: 3
Skew: 99
Width, Roadway: 40.5 m = 132.9 ft (6 Lanes) and Out-To-Out: 40.8 m = 133.9 ft for a 40.5 m = 132.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
I-95/US-1/SR-13/FECRR
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 46.1 metric ton = 50.7 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 33 metric ton = 36.3 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: January 2021 [0121] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 170000 (2019) and Trucks: 9%
Future ADT: 294950 (In 2041 )
SB ACOSTA S. LEG H over GULF LIFE DR. (Route: 13)
Num:720576x
Open: no restriction [A]
Built: 1991, Reconstructed: N/A [0000]
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 continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 235.9 m = 774.0 ft
Main Spans: 7 at 41.1 m = 134.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 13.2 m = 43.3 ft (3 Lanes) and Out-To-Out: 19.7 m = 64.6 ft for a 17 m = 55.8 ft approaching roadway.
Vertical Clearance: 5.49 m = 18.0 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 SB / GULF LIFE DR.
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 36.6 metric ton = 40.3 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 28.1 metric ton = 30.9 tons (Load and Resistance Factor(LRFR) [3])
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: August 2020 [0820] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 15000 (2019) and Trucks: 1%
Future ADT: 26025 (In 2041 )
SR-13 ACOSTA LEG B over GULF LIFE DR. (Route: 13)
Num:720575x
Open: no restriction [A]
Built: 1991, Reconstructed: N/A [0000]
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 continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 97.2 m = 318.9 ft
Main Spans: 3 at 38.1 m = 125.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 8.2 m = 26.9 ft (1 Lanes) and Out-To-Out: 11 m = 36.1 ft for a 5.3 m = 17.4 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 NB FROM SAN MARCO
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 60.4 metric ton = 66.4 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 46.4 metric ton = 51.0 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: January 2020 [0120] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 4800 (2019) and Trucks: 12%
Future ADT: 8328 (In 2041 )
NB ACOSTA S. LEG G over MUSEUM CIRCLE (Route: 13)
Num:720577x
Open: no restriction [A]
Built: 1991, Reconstructed: N/A [0000]
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 continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 236.2 m = 775.0 ft
Main Spans: 7 at 41.1 m = 134.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 12.2 m = 40.0 ft (2 Lanes) and Out-To-Out: 23 m = 75.5 ft for a 20.4 m = 66.9 ft approaching roadway.
Vertical Clearance: 5.74 m = 18.8 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 NB / MUSEUM CIRCLE
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 54.4 metric ton = 59.8 tons (Load Factor(LF) [1])
Inventory: 32.7 metric ton = 36.0 tons (Load Factor(LF) [1])
Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: February 2020 [0220] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 15000 (2019) and Trucks: 2%
Future ADT: 26025 (In 2041 )
US-1 (SR-5) over Prudential Dr. (Route: 1)
Num:720087x
Open: no restriction [A]
Built: 1956, Reconstructed: 1968
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.3 Miles (0.6 Kilometers)

Bridge Type
Main Span(s): Steel continuous [4] Stringer/Multi-beam or girder [02]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:
Bridge Dimensions
Length: 299.9 m = 984.0 ft
Main Spans: 16 at 25 m = 82.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 17 m = 55.8 ft (4 Lanes) and Out-To-Out: 18.9 m = 62.0 ft for a 12.2 m = 40.0 ft approaching roadway.
Vertical Clearance: 5.27 m = 17.3 ft and Navigational Clearance: 0 = N/A
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-5 OVER PRUDENTIAL DR
Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design: MS 18 / HS 20 [5]
Operating: 45.7 metric ton = 50.3 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 35.3 metric ton = 38.8 tons (Load and Resistance Factor(LRFR) [3])
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: N/A [N] and Bridge not over waterway. [N]
Inspections
Date: January 2021 [0121] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0 km = 0.0 mi
Traffic
ADT: 13700 (2019) and Trucks: 4%
Future ADT: 23770 (In 2041 )
I-95 (SR-9) over ST. JOHNS RIVER (Route: 95)
Num:720629x
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 (0.7 Kilometers)

Bridge Type
Main Span(s): Prestressed concrete continuous [6] 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: 772.1 m = 2533.3 ft
Main Spans: 3 at 76.2 m = 250.0 ft
Approach Spans: 13
Skew: 0
Width, Roadway: 43 m = 141.1 ft (8 Lanes) and Out-To-Out: 43 m = 141.1 ft for a 46 m = 150.9 ft approaching roadway.
Vertical Clearance: 5.49 m = 18.0 ft and Navigational Clearance: 0.3 m = 1.0 ft
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
I-95 OVER ST. JOHNS RIVER
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 65.3 metric ton = 71.8 tons (Load Factor(LF) [1])
Inventory: 41.7 metric ton = 45.9 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: Equal to present desirable criteria [8] 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: 0.6 km = 0.4 mi
Traffic
ADT: 170000 (2019) and Trucks: 9%
Future ADT: 294950 (In 2041 )
SR-13 SB (ACOSTA) over ST. JOHNS RIVER (Route: 13)
Num:720570x
Open: no restriction [A]
Built: 1991, 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 continuous [6] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Other [9] with Wearing Surface:
Bridge Dimensions
Length: 501.4 m = 1645.1 ft
Main Spans: 5 at 192 m = 630.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 17 m = 55.8 ft (3 Lanes) and Out-To-Out: 23 m = 75.5 ft for a 20.8 m = 68.2 ft approaching roadway.
Vertical Clearance: 5.52 m = 18.1 ft and Navigational Clearance: 0.3 m = 1.0 ft
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 SB/ ST. JOHNS RIVER
Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.3 metric ton = 71.8 tons (Load Factor(LF) [1])
Inventory: 39 metric ton = 42.9 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: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: August 2020 [0820] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 16750 (2019) and Trucks: 1%
Future ADT: 29061 (In 2041 )
SR-13 NB (ACOSTA) over ST. JOHNS RIVER (Route: 13)
Num:720571x
Open: no restriction [A]
Built: 1991, 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 continuous [6] Segmental box girder [21]
Approach Span(s): Other [00]
Deck: Other [9] with Wearing Surface:
Bridge Dimensions
Length: 501.4 m = 1645.1 ft
Main Spans: 5 at 192 m = 630.0 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 17 m = 55.8 ft (3 Lanes) and Out-To-Out: 23 m = 75.5 ft for a 20.4 m = 66.9 ft approaching roadway.
Vertical Clearance: 5.17 m = 17.0 ft and Navigational Clearance: 0.3 m = 1.0 ft
Location
Jacksonville [35000]: Duval County [031], Florida [12]
Owned by State Highway Agency [01], DOT District: 2
SR-13 NB/ ST. JOHNS RIVER
Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design: MS 18 / HS 20 [5]
Operating: 65.3 metric ton = 71.8 tons (Load Factor(LF) [1])
Inventory: 39 metric ton = 42.9 tons (Load Factor(LF) [1])
Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Superior to present desirable criteria [9]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: January 2020 [0120] and Frequency: 24
Future Work
Work Needed:
Bridge Detour: 0.1 km = 0.1 mi
Traffic
ADT: 16750 (2019) and Trucks: 2%
Future ADT: 29061 (In 2041 )

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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