US-1 (SR-5) over Intracoastal Waterway (Route: 1)
Num:930005x
Open: no restriction [A]
Built: 1958, Reconstructed: N/A [0000]
Historic: Bridge is not eligible for the NRHP. [5]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 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: 256.8 m = 842.6 ft
Main Spans: 1 at 35.5 m = 116.5 ft
Approach Spans: 17
Skew: 0
Width, Roadway: 19.1 m = 62.7 ft (4 Lanes) and Out-To-Out: 19.8 m = 65.0 ft for a 19.1 m = 62.7 ft approaching roadway.
Vertical Clearance: 5.09 m = 16.7 ft and Navigational Clearance: 7.9 m = 25.9 ft

Location
Jupiter [35875]: Palm Beach County [099], Florida [12]
Owned by State Highway Agency [01], DOT District: 4
3/4 MI North of SR-706

Condition
Deck: Good [7]
Superstructure: Poor [4]
Substructure: Poor [4]
Loading
Design: MS 18 / HS 20 [5]
Operating: 42.4 metric ton = 46.6 tons (Load Factor(LF) [1])
Inventory: 25.3 metric ton = 27.8 tons (Load Factor(LF) [1])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Superior to present desirable criteria [9] and Bridge is scour critical; bridge foundations determined to be unstable. [3]
Inspections
Date: September 1999 [999] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.6 km = 0.4 mi
Traffic
ADT: 21300 (2020) and Trucks: 7%
Future ADT: 36956 (In 2042 )

SR-811 (Alt A-1-A) over Loxahatchee River (Route: 811)
Num:930339x
Posted for load [P]
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: 350.5 m = 1150.0 ft
Main Spans: 20 at 20.4 m = 66.9 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 24.6 m = 80.7 ft (6 Lanes) and Out-To-Out: 29.3 m = 96.1 ft for a 24.6 m = 80.7 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 7.6 m = 24.9 ft

Location
Jupiter [35875]: Palm Beach County [099], Florida [12]
Owned by State Highway Agency [01], DOT District: 4
City of Jupiter

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Fair [5]
Loading
Design: MS 18 / HS 20 [5]
Operating: 10 metric ton = 11.0 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 7.7 metric ton = 8.5 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Basically intolerable requiring high priority of corrrective action [3]
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 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: 45000 (2019) and Trucks: 5%
Future ADT: 78075 (In 2041 )

US-1 (SR-5) NB over Lake Worth Creek Canal (Route: 1)
Num:930543x
Open: no restriction [A]
Built: 2012, 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: 68.6 m = 225.1 ft
Main Spans: 3 at 22.9 m = 75.1 ft
Approach Spans: 0
Skew: 29
Width, Roadway: 11.7 m = 38.4 ft (2 Lanes) and Out-To-Out: 12.5 m = 41.0 ft for a 9.8 m = 32.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 3.7 m = 12.1 ft

Location
Jupiter [35875]: Palm Beach County [099], Florida [12]
Owned by State Highway Agency [01], DOT District: 4
.25 Mi North of SR-706

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 59.1 metric ton = 65.0 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 45.7 metric ton = 50.3 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: January 2021 [0121] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 10650 (2019) and Trucks: 7%
Future ADT: 18478 (In 2041 )

US-1 (SR-5) SB over Lake Worth Creek Canal (Route: 1)
Num:930544x
Open: no restriction [A]
Built: 2012, 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: 68.6 m = 225.1 ft
Main Spans: 3 at 22.9 m = 75.1 ft
Approach Spans: 0
Skew: 29
Width, Roadway: 11.7 m = 38.4 ft (2 Lanes) and Out-To-Out: 12.5 m = 41.0 ft for a 9.8 m = 32.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 3.7 m = 12.1 ft

Location
Jupiter [35875]: Palm Beach County [099], Florida [12]
Owned by State Highway Agency [01], DOT District: 4
0.25 North of SR-706

Condition
Deck: Very Good [8]
Superstructure: Very Good [8]
Substructure: Very Good [8]
Loading
Design: HL93 [A]
Operating: 59.1 metric ton = 65.0 tons (Load and Resistance Factor(LRFR) [3])
Inventory: 45.7 metric ton = 50.3 tons (Load and Resistance Factor(LRFR) [3])

Appraisal
Structural: Equal to present desirable criteria [8]
Deck Geometry: Better than present minimum criteria [7]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: January 2021 [0121] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 10650 (2019) and Trucks: 7%
Future ADT: 18478 (In 2041 )