- Date
- 12/06/2017
- W/O
- 674040
- Weather
- Dry
- Operator/Surveyor
- K. ADAME
- Sewer ID
- Z00156
- PipeID
- P10030
- Time
- 10:28 PM
- Certificate
- U-0817-07009000
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K4857
- Sewer Name
- D JOINT OUTFALL D - UNIT 6
- City
- LAWNDALE, CA
- Loc. details
- Main Highway - Suburban/Rural
- Location Code
- B
- Use of Sewer
- Sanitary Sewer
- District
- District 05
- Page No.
- 16
- Purpose
- Routine Assessment
- Project
- WO_674040_TV05171_DEC2017
- Sewer Type
- Gravity
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 33 in.
- Width
- 33 in.
- Upstream MH
- D 0121
- Downstream MH
- D 0120
- Dir. of Survey
- Downstream
- Length Surveyed
- 230.4 ft.
- Total Length
- 230.4 ft.
- Structural Index
- 3
- Structural Quick
- 3700
- Structural Rating
- 21
- O&M Index
- 3
- O&M Quick
- 3100
- O&M Rating
- 3
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 24
Pipe schematic from manhole D 0121 to D 0120 Observation photos (6)

11 ft. - Surface Aggregate Visible, at 10 o'clock, within 8 inches of joint: NO

29.2 ft. - Surface Aggregate Visible, at 10 o'clock, within 8 inches of joint: NO

97 ft. - Surface Aggregate Visible, from 09 to 10 o'clock, within 8 inches of joint: NO

149 ft. - Surface Aggregate Visible, at 10 o'clock, within 8 inches of joint: NO

168.8 ft. - Surface Aggregate Visible, at 09 o'clock, within 8 inches of joint: NO

230.4 ft. - Deposits Settled Compacted, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO