01 0736_G 0120_10172018_044957.mp4
- Date
- 10/17/2018
- W/O
- 0734330
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00205
- PipeID
- P01643
- Time
- 4:44 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H1015
- Sewer Name
- 01 COMPTON DISPOSAL TRUNK
- City
- COMPTON
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 01
- Page No.
- 20
- Purpose
- Capital Improvement Program Assesment
- Project
- 20181015MDM_COMPTON_DISPOSAL_TRUNK
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 24 in.
- Upstream MH
- 01 0736
- Downstream MH
- G 0120
- Dir. of Survey
- Downstream
- Length Surveyed
- 260.5 ft.
- Total Length
- 260.5 ft.
- Structural Index
- 4
- Structural Quick
- 5742
- Structural Rating
- 48
- O&M Index
- 3
- O&M Quick
- 4122
- O&M Rating
- 8
- Overall Index
- 4
- Overall Quick
- —
- Overall Rating
- 56
Observation photos (16)
2 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
2 ft. - General Observation - MAG COAT 30% START 10:00 TO 2:00
2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE
8.6 ft. - General Observation - MAG COAT 20% START 10:00 TO 2:00
10.5 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR
17.8 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG
34.4 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR
39.8 ft. - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR
45.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR
112.6 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 10 to 02 o'clock, , within 8 inches of joint: YES, Start
140.5 ft. - General Observation - MAG COAT 70% START
203.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR
234 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR
245.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR
256.1 ft. - General Photograph - SMOOTH CONCRETE OR METAL
256.1 ft. - Hole, at 12 o'clock, within 8 inches of joint: YES - MISSING PIPE=AREA OF SMOOTH CONCRETE 4" X4"
Observations (33)
| Distance | Code | Observation |
|---|---|---|
| 2 | SAM | SEVERE AGG |
| 0 | MGO | Conn. @ Mh, 3 O' Clock. Capped |
| 259.5 | SSS | BLISTERING CONCRETE |
| 2 | MGO | MAG COAT 30% START 10:00 TO 2:00 |
| 39.8 | SRV | CIRCUM REBAR |
| 259.5 | MGO | MAG COAT 70% FINISH |
| 0 | AMH | 4:55 AM |
| 0 | MWM | — |
| 74.7 | MWL | — |
| 259.9 | AMH | 5:40AM |
| 74.7 | SRC | CIRCUM REBAR |
| 34.4 | SRV | CIRCUM REBAR |
| 203.1 | SRC | CIRCUM REBAR |
| 259.5 | MGO | Conn. @ Mh, 12 O' Clock. OPEN |
| 2 | SSS | BLISTERING CONCRETE |
| 74.7 | DSZ | SLUDGE |
| 112.6 | DAGS | — |
| 256.1 | MGP | SMOOTH CONCRETE OR METAL |
| 245.8 | SRC | CIRCUM REBAR |
| 0 | MWL | — |
| 17.8 | SAM | SEVERE AGG |
| 137.7 | DSZ | SLUDGE |
| 256.1 | H | MISSING PIPE=AREA OF SMOOTH CONCRETE 4" X4" |
| 259.5 | SRC | CIRCUM REBAR |
| 45.8 | SRC | CIRCUM REBAR |
| 259.5 | SAM | SEVERE AGG |
| 259.5 | MGO | Conn. @ Mh, 9 O' Clock. Active-LARGE INCOMING |
| 10.5 | SRC | CIRCUM REBAR |
| -0.6 | SRC | CIRCUM REBAR |
| 8.6 | MGO | MAG COAT 20% START 10:00 TO 2:00 |
| 234 | SRC | CIRCUM REBAR |
| 140.5 | MGO | MAG COAT 70% START |
| 259.5 | DAGS | — |
Properties (6)
- custom_field_three
- CIRCUM REBAR CORRODED--4" X4" HOLE IN PIPE SEALED
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2018-10-17T04:44:04-07:00
- documentation
- MARTIN,REVELES,OLIVER 111,BRAR
- is_lateral_inspection
- false