01 0432_01 0431_2152018_041936.mp4
- Date
- 02/15/2018
- W/O
- 0689084
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00208
- PipeID
- P00914
- Time
- 4:14 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0738
- Sewer Name
- 01 HOLMES-WILLOWBROOK TRUNK
- City
- SOUTH GATE
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 01
- Page No.
- 10
- Purpose
- Capital Improvement Program Assesment
- Project
- 20180214MDM_HOLMES_WILLOWBROOK_TRUNK
- Material
- NRCP
- Shape
- Circular
- Height
- 18 in.
- Upstream MH
- 01 0431
- Downstream MH
- 01 0432
- Dir. of Survey
- Upstream
- Length Surveyed
- 155.9 ft.
- Total Length
- 155.9 ft.
- Structural Index
- 3
- Structural Quick
- 4133
- Structural Rating
- 17
- O&M Index
- 0
- O&M Quick
- 0000
- O&M Rating
- 0
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 17
Observation photos (9)
2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTCHED
2 ft. - General Observation - MAG COAT 80% START
9.7 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTCHED
11.7 ft. - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SLIGHT
20.6 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT
125.7 ft. - General Observation - MAG COAT 95% START
133.4 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT
141.1 ft. - General Observation - DEEP CORRISON
Observations (31)
| Distance | Code | Observation |
|---|---|---|
| 7 | TF | Open |
| 155.5 | MGO | Conn. @ Mh, 3 O' Clock. Capped |
| 26.6 | TFC | Capped |
| 2 | SAM | SEVERE AGG |
| 155.9 | AMH | 4:50AM |
| 36.4 | FL | SL |
| 155.5 | SAM | SEVERE AGG |
| 141.1 | MGO | DEEP CORRISON |
| 9.7 | SSS | PEELING CONCRETE SEVERE AGG ATTCHED |
| 0 | MWL | — |
| 133.4 | FL | SLIGHT |
| 11.7 | FL | SLIGHT |
| 81.2 | FL | SL |
| 60.1 | TFC | Capped |
| 34.1 | TF | Active |
| 74.9 | TFC | Capped |
| 2 | SSS | PEELING CONCRETE SEVERE AGG ATTCHED |
| 89.9 | TF | Open |
| 155.5 | SSS | PEELING CONCRETE SEVERE AGG ATTCHED |
| 155.5 | MGO | Conn. @ Mh, 9 O' Clock. Active |
| 152.3 | FL | SL |
| 102.4 | TFC | Capped |
| 49.2 | TF | Capped |
| 0 | AMH | 4:20AM |
| 155.5 | MGO | MAG COAT 95% FINISH |
| 20.6 | FL | SLIGHT |
| 0 | MWM | — |
| 125.7 | MGO | MAG COAT 95% START |
| 64.2 | TFC | Capped |
| 0 | MGO | Conn. @ Mh, 9 O' Clock. Active |
| 2 | MGO | MAG COAT 80% START |
Properties (7)
- additional_info
- REVERSE INSPECTION
- custom_field_three
- PEELING CONCRETE SEVERE AGG ATTCHED
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2018-02-15T04:14:08-08:00
- documentation
- MARTIN,MANANES,REVELES
- is_lateral_inspection
- false