C 0303_C 0302_5172016_024828.mp4
- Date
- 05/17/2016
- W/O
- 0563393
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00134
- PipeID
- P09763
- Time
- 2:37 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H 0136
- Sewer Name
- C JOINT OUTFALL C - UNIT 6E
- City
- HAWAIIAN GARDENS
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 19
- Page No.
- 04
- Purpose
- Routine Assessment
- Project
- 20160514MDM_JOINT_OUTFALL_C_UNIT_6E
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 24 in.
- Upstream MH
- C 0303
- Downstream MH
- C 0302
- Dir. of Survey
- Downstream
- Length Surveyed
- 294.7 ft.
- Total Length
- 294.7 ft.
- Structural Index
- 2
- Structural Quick
- 3224
- Structural Rating
- 15
- O&M Index
- 2
- O&M Quick
- 5133
- O&M Rating
- 66
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 81
Observation photos (14)
2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE
8.9 ft. - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG SPORATIC
10.2 ft. - Joint Offset Medium
11 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE
17.7 ft. - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES
17.7 ft. - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES
29.9 ft. - General Observation - MAG COAT 20% START
66 ft. - Deposits Settled Gravel, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - ROCKS SLUDGE
111.7 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES
144.7 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES
175.2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES
175.4 ft. - Surface Aggregate Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - 1 SEVERE AGG
195.8 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES
277.8 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES
Observations (52)
| Distance | Code | Observation |
|---|---|---|
| 277.8 | DAE | — |
| 0 | MWM | — |
| 111.7 | TBC | Capped |
| 144.7 | SSS | — |
| 83.1 | DAE | — |
| 159.7 | TBC | Capped |
| 195.8 | DAE | — |
| 17.7 | DAE | — |
| 151.6 | TBC | Capped |
| 51 | DAE | — |
| 102.7 | DAE | — |
| 294.4 | SSS | PEELING BLISTERING CONCRETE |
| 111.7 | DAE | — |
| 17.7 | DAE | — |
| 0 | MGO | POSSIBLE 40% SAG IN MH |
| 0 | MWL | — |
| 11 | MWM | — |
| 70 | TBC | Capped |
| 207.8 | DAE | — |
| 8.9 | SAV | SEVERE AGG SPORATIC |
| 207.8 | TBC | Capped |
| 151.6 | DAE | — |
| 29.9 | TBC | Capped |
| 10.2 | JOM | — |
| 200.4 | TBC | Capped |
| 136.2 | TB | Active |
| 95.1 | DSGV | — |
| 0 | AMH | 2:40AM |
| 66 | DSGV | ROCKS SLUDGE |
| 135.4 | DAE | — |
| 294.7 | AMH | 4:25AM |
| 2 | SSS | PEELING BLISTERING CONCRETE |
| 78.5 | TBC | Capped |
| 11 | SSS | — |
| 102.7 | TBC | Capped |
| 175.4 | SAV | 1 SEVERE AGG |
| 7.6 | DSZ | DEBRIE |
| 29.9 | MGO | MAG COAT 20% START |
| 256.9 | TBC | Capped |
| 70 | DAE | — |
| 0 | MGO | SLIGHT SINK HOLE EFFECT ON STREET ABOVE |
| 261.6 | DAE | — |
| 294.4 | MGO | Conn. @ Mh, 9 O' Clock. Active |
| 294.4 | MGO | MAG COAT 20% FINISH |
| 26.2 | DAE | — |
| 11 | MWL | — |
| 11 | SSS | PEELING BLISTERING CONCRETE |
| 264.9 | TBC | Capped |
| 21.8 | TBC | Capped |
| 175.2 | SSS | — |
| 81.9 | DSGV | — |
| 135.4 | TB | Active |
Properties (4)
- custom_field_three
- SEVERE AGG SPORATIC-POSSIBLE 40% SAG
- custom_field_two
- 3
- customer
- LACSD
- datetime
- 2016-05-17T02:37:18-07:00