- Date
- 10/27/2016
- W/O
- 591730
- Weather
- Dry
- Operator/Surveyor
- J. HARTOOG
- Sewer ID
- Z00156
- PipeID
- P10009
- Time
- 3:37 AM
- Certificate
- U-507-3386
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K3750
- Sewer Name
- D JOINT OUTFALL D - UNIT 6
- City
- HAWTHORNE, CA
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 05
- Page No.
- 17
- Purpose
- Routine Assessment
- Project
- WO_591730_TV05172_SEP2016
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 33 in.
- Width
- 33 in.
- Upstream MH
- D 0103
- Downstream MH
- D 0102
- Dir. of Survey
- Downstream
- Length Surveyed
- 547 ft.
- Total Length
- 547 ft.
- Structural Index
- 2
- Structural Quick
- 322T
- Structural Rating
- 220
- O&M Index
- 2
- O&M Quick
- 2U00
- O&M Rating
- 218
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 438
Pipe schematic from manhole D 0103 to D 0102 Observation photos (4)

2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

402.7 ft. - Surface Aggregate Visible, from 01 to 03 o'clock, within 8 inches of joint: NO

458.7 ft. - Surface Aggregate Visible, from 01 to 03 o'clock, within 8 inches of joint: YES