WASHINGTON BLV over LOS ANGELES RIVER (Route: 0)
Num: 53C1375x
Open: no restriction [A]
Built: 1931, Reconstructed: N/A [0000]
Historic: Bridge is eligible for the NRHP. [2]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Tee beam [04]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 95.1 m = 312.0 ft
Main Spans: 5 at 18.9 m = 62.0 ft
Approach Spans: 0
Skew: 13
Width, Roadway: 17.1 m = 56.1 ft (5 Lanes) and Out-To-Out: 21.6 m = 70.9 ft for a 23.8 m = 78.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Los Angeles [44000]: Los Angeles County [037], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 7
0.2 MI WEST OF SOTO ST

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 99.8 metric ton = 109.8 tons (Load Factor(LF) [1])
Inventory: 75.2 metric ton = 82.7 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: Better than present minimum criteria [7]
Waterway: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: April 2018 [0418] and Frequency: 48

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 20077 (2008) and Trucks: 3%
Future ADT: 22972 (In 2036 )

26TH ST over LOS ANGELES RIV (Route: 0)
Num: 53C0868x
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: 0.2 Miles (0.2 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 89.3 m = 293.0 ft
Main Spans: 3 at 27.4 m = 89.9 ft
Approach Spans: 0
Skew: 18
Width, Roadway: 7.3 m = 24.0 ft (2 Lanes) and Out-To-Out: 10.4 m = 34.1 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 30.48 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Vernon [82422]: Los Angeles County [037], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 7
0.2MI W/O SOTO ST

Condition
Deck: Good [7]
Superstructure: Satisfactory [6]
Substructure: Fair [5]
Loading
Design:
Operating: 43.1 metric ton = 47.4 tons (Load Factor(LF) [1])
Inventory: 25.9 metric ton = 28.5 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: Superior to present desirable criteria [9] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 8727 (2012) and Trucks: 27%
Future ADT: 10036 (In 2040 )

SANTA FE AVE over 23 ST: WASHINGTON: BNSF (Route: 0)
Num: 53C2100x
Open: no restriction [A]
Built: 2002, 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): Concrete [1] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 216.7 m = 711.0 ft
Main Spans: 7 at 36.5 m = 119.8 ft
Approach Spans: 0
Skew: 1
Width, Roadway: 20.1 m = 65.9 ft (4 Lanes) and Out-To-Out: 25 m = 82.0 ft for a 20.1 m = 65.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Los Angeles [44000]: Los Angeles County [037], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 7
0.7 M S/O FWY 10

Condition
Deck: Fair [5]
Superstructure: Good [7]
Substructure: Fair [5]
Loading
Design: MS 18+Mod / HS 20+Mod [6]
Operating: 54.1 metric ton = 59.5 tons (Unknown [A])
Inventory: 32.4 metric ton = 35.6 tons (Unknown [A])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: April 2020 [0420] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 31907 (2010) and Trucks: 5%
Future ADT: 35706 (In 2037 )

SOTO ST over LOS ANGELES RIV (Route: 0)
Num: 53C0867x
Open: no restriction [A]
Built: 1928, Reconstructed: 1987
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): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 162.2 m = 532.2 ft
Main Spans: 8 at 24.1 m = 79.1 ft
Approach Spans: 0
Skew: 42
Width, Roadway: 19.4 m = 63.7 ft (4 Lanes) and Out-To-Out: 23.8 m = 78.1 ft for a 19.5 m = 64.0 ft approaching roadway.
Vertical Clearance: 30.48 m = 100.0 ft and Navigational Clearance: 0 = N/A

Location
Vernon [82422]: Los Angeles County [037], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 7
200FT N/O BANDINI BLVD

Condition
Deck: Satisfactory [6]
Superstructure: Good [7]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 43.4 metric ton = 47.7 tons (Load Factor(LF) [1])
Inventory: 25.9 metric ton = 28.5 tons (Load Factor(LF) [1])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Better than present minimum criteria [7]
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: September 2020 [0920] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.3 km = 0.2 mi
Traffic
ADT: 33503 (2012) and Trucks: 17%
Future ADT: 40203 (In 2040 )