- Date
- 07/23/2018
- W/O
- 0711987
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z01180
- PipeID
- P00841
- Time
- 12:49 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- I0038
- Sewer Name
- G JOINT OUTFALL G - UNIT 8
- City
- COMPTON
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 01
- Page No.
- 17
- Purpose
- Capital Improvement Program Assesment
- Project
- 20180723MDM_JOINT_OUTFALL_G_UNIT_8
- Material
- RCP-CTL
- Shape
- Circular
- Height
- 36 in.
- Upstream MH
- G 0160
- Downstream MH
- G 0159
- Dir. of Survey
- Downstream
- Length Surveyed
- 390.1 ft.
- Total Length
- 390.1 ft.
- Structural Index
- 0
- Structural Quick
- 0000
- Structural Rating
- 0
- O&M Index
- 2
- O&M Quick
- 2N00
- O&M Rating
- 150
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 150
Pipe schematic from manhole G 0160 to G 0159 Observation photos (5)

2 ft. - General Observation - MAG COAT 100% STAT 8:00 TO 4:00

2 ft. - General Observation - TILES 100% IN PLACE UNDER MAG & GREASE COAT START

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

203.1 ft. - General Observation - 100% MAG COAT

362 ft. - General Observation - MAG COAT 100%