INTERSTATE 10 over TEXAS STREET (Route: 10)
Num: 54 0583x
Open: no restriction [A]
Built: 1962, Reconstructed: 1990
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): Concrete continuous [2] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 49.7 m = 163.1 ft
Main Spans: 3 at 27.1 m = 88.9 ft
Approach Spans: 0
Skew: 4
Width, Roadway: 52.4 m = 171.9 ft (10 Lanes) and Out-To-Out: 54.3 m = 178.2 ft for a 52.4 m = 171.9 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Redlands [59962]: San Bernardino County [071], California [06]
Owned by State Highway Agency [01], DOT District: 8
08-SBD-010-30.38-RDL

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
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: 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: June 1999 [699] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 176000 (2019) and Trucks: 13%
Future ADT: 225000 (In 2036 )

BROOKSIDE AVE over MOREY ARROYO 2 (Route: 0)
Num: 54C0188x
Open: no restriction [A]
Built: 1950, 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] Arch - Deck [11]
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: 21 m = 68.9 ft
Main Spans: 1 at 20.8 m = 68.2 ft
Approach Spans: 0
Skew: 60
Width, Roadway: 16.2 m = 53.2 ft (2 Lanes) and Out-To-Out: 30.9 m = 101.4 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Redlands [59962]: San Bernardino County [071], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 8
0.31 MI NE TENNESSEE ST

Condition
Deck: Not Applicable [N]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 28.8 metric ton = 31.7 tons ()
Inventory: 17.5 metric ton = 19.3 tons ()

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Inspections
Date: September 2020 [0920] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 20000 (2015) and Trucks: 5%
Future ADT: 26018 (In 2040 )

BROOKSIDE AVE over MOREY ARROYO 1 (Route: 0)
Num: 54C0187x
Open: no restriction [A]
Built: 1950, 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] Arch - Deck [11]
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: 13.7 m = 44.9 ft
Main Spans: 1 at 9 m = 29.5 ft
Approach Spans: 0
Skew: 45
Width, Roadway: 16.2 m = 53.2 ft (2 Lanes) and Out-To-Out: 30.9 m = 101.4 ft for a 16.2 m = 53.2 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Redlands [59962]: San Bernardino County [071], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 8
0.3 MI NE TENNESEE ST

Condition
Deck: Not Applicable [N]
Superstructure: Fair [5]
Substructure: Good [7]
Loading
Design:
Operating: 35.3 metric ton = 38.8 tons ()
Inventory: 21.4 metric ton = 23.5 tons ()

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 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: September 2020 [0920] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 20000 (2015) and Trucks: 5%
Future ADT: 26018 (In 2040 )

INTERSTATE 10 over EUREKA STREET (Route: 10)
Num: 54 0580x
Open: no restriction [A]
Built: 1962, Reconstructed: 1990
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 continuous [2] Box beam or girders - Multiple [05]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface:

Bridge Dimensions
Length: 43.9 m = 144.0 ft
Main Spans: 3 at 23.2 m = 76.1 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 56.1 m = 184.1 ft (11 Lanes) and Out-To-Out: 57.8 m = 189.6 ft for a 56.1 m = 184.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Redlands [59962]: San Bernardino County [071], California [06]
Owned by State Highway Agency [01], DOT District: 8
08-SBD-010-30.66-RDL

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
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: 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: June 1999 [699] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 176000 (2019) and Trucks: 12%
Future ADT: 225000 (In 2036 )

INTERSTATE 10 over COLTON AVE: NEW YORK AVE (Route: 10)
Num: 54 0591x
Open: no restriction [A]
Built: 1962, Reconstructed: 1990
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 continuous [2] Box beam or girders - Multiple [05]
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: 164.3 m = 539.1 ft
Main Spans: 4 at 65.2 m = 213.9 ft
Approach Spans: 0
Skew: 99
Width, Roadway: 60.2 m = 197.5 ft (10 Lanes) and Out-To-Out: 62.1 m = 203.8 ft for a 35.4 m = 116.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Redlands [59962]: San Bernardino County [071], California [06]
Owned by State Highway Agency [01], DOT District: 8
08-SBD-010-30.10-RDL

Condition
Deck: Good [7]
Superstructure: Good [7]
Substructure: Good [7]
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: 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: June 1999 [699] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 176000 (2019) and Trucks: 13%
Future ADT: 220000 (In 2036 )

TENNESSEE ST over MISSION ZANJA (Route: 0)
Num: 54C0371x
Open: no restriction [A]
Built: 1965, 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): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 9.8 m = 32.2 ft
Main Spans: 2 at 4.5 m = 14.8 ft
Approach Spans: 0
Skew: 0
Width, Roadway: 19.5 m = 64.0 ft (4 Lanes) and Out-To-Out: 23.2 m = 76.1 ft for a 15.8 m = 51.8 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Redlands [59962]: San Bernardino County [071], California [06]
Owned by City or Municipal Highway Agency [04], DOT District: 8
0.6 MI S OF 1-10

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: MS 18 / HS 20 [5]
Operating: 54.1 metric ton = 59.5 tons ()
Inventory: 32.4 metric ton = 35.6 tons ()

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: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: September 2020 [0920] and Frequency: 48

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 25020 (2015) and Trucks: 7%
Future ADT: 30680 (In 2040 )