- Date
- 11/06/2017
- W/O
- 0671874
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z01180
- PipeID
- P01460
- Time
- 2:18 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- G6860
- Sewer Name
- G JOINT OUTFALL G - UNIT 8
- City
- COMPTON
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 01
- Page No.
- 19
- Purpose
- Routine assessment
- Project
- JOINT_OUTFALL_G_UNIT_8
- Material
- RCP-CTL
- Shape
- Circular
- Height
- 36 in.
- Upstream MH
- G 0137
- Downstream MH
- G 0136
- Dir. of Survey
- Downstream
- Length Surveyed
- 330.6 ft.
- Total Length
- 330.6 ft.
- Structural Index
- 3
- Structural Quick
- 3M00
- Structural Rating
- 204
- O&M Index
- 5
- O&M Quick
- 5100
- O&M Rating
- 5
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 209
Pipe schematic from manhole G 0137 to G 0136 Observation photos (6)

2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES

2 ft. - General Observation - MAG COAT 70% START 10:00 TO 2:00

2 ft. - General Observation - 95% MISSING TILES STRAT POSSIBLE UNDER MAG COAT

71.5 ft. - General Observation - 90% MISSING TILES UNDER MAG COAT POSSIBLE

178.4 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG AREAS OF MISSING TILES

286.6 ft. - Surface Aggregate Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG