- Date
- 01/12/2022
- W/O
- 926598
- Weather
- Dry
- Operator/Surveyor
- B.FUGATE
- Sewer ID
- Z00156
- PipeID
- P10028
- Time
- 9:57 PM
- Certificate
- U-508-7069
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K9577
- Sewer Name
- D JOINT OUTFALL D - UNIT 6
- City
- REDONDO BEACH
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 05
- Page No.
- 16
- Purpose
- Routine Assessment
- Project
- RFIR_WO_926598_TV05172_DEC2021
- Sewer Type
- Gravity
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 33 in.
- Width
- 27 in.
- Upstream MH
- D 0119
- Downstream MH
- D 0118
- Dir. of Survey
- Downstream
- Length Surveyed
- 381.2 ft.
- Total Length
- 381.2 ft.
- Structural Index
- 4
- Structural Quick
- 5F3N
- Structural Rating
- 392
- O&M Index
- 0
- O&M Quick
- 0000
- O&M Rating
- 0
- Overall Index
- 4
- Overall Quick
- —
- Overall Rating
- 392
Pipe schematic from manhole D 0119 to D 0118 Observation photos (5)

2.2 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

2.2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

81.2 ft. - Surface Reinforcement Visible, from 10 to 12 o'clock, within 8 inches of joint: YES

102.6 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

218.3 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start