A 0571_A 0570 _05022019_000802.mp4
- Date
- 05/01/2019
- W/O
- 761337
- Weather
- Dry
- Operator/Surveyor
- E.RUIZ
- Sewer ID
- Z00327
- PipeID
- P08352
- Time
- 11:32 PM
- Certificate
- U-715-07000753
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K6528
- Sewer Name
- A JOA-1A SOUTH HAWTHORNE-WARFIELD AV EXTENSION
- City
- LAWNDALE
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 05
- Page No.
- 19
- Purpose
- Routine Assessment
- Project
- RFIR_WO_761337_TV05327_APR2019
- Sewer Type
- Gravity
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 18 in.
- Width
- 18 in.
- Upstream MH
- A 0571
- Downstream MH
- A 0570
- Dir. of Survey
- Downstream
- Length Surveyed
- 522.1 ft.
- Total Length
- 522.1 ft.
- Structural Index
- 3
- Structural Quick
- 514H
- Structural Rating
- 314
- O&M Index
- 2
- O&M Quick
- 2I00
- O&M Rating
- 102
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 416
Observation photos (9)
4 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start
6 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
34.2 ft. - Crack Longitudinal Hinge, 2, from 09 to 03 o'clock, within 8 inches of joint: YES
37.8 ft. - Fracture Longitudinal Hinge, 2, from 08 to 04 o'clock, within 8 inches of joint: YES
41.1 ft. - Broken, from 11 to 01 o'clock, within 8 inches of joint: YES
45.6 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES
70.7 ft. - Broken, from 10 to 02 o'clock, within 8 inches of joint: YES
75.4 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
415.1 ft. - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES
Observations (41)
| Distance | Code | Observation |
|---|---|---|
| 34.2 | CH2 | — |
| 75.4 | FM | — |
| 522.1 | AMH | A 0570 |
| 446.7 | TFC | — |
| 4 | DAGS | — |
| 279.2 | TFC | — |
| 522.1 | MGO | CONNECTION IN MH 9 OCLOCK |
| 147.9 | TFC | — |
| 241.8 | TFC | — |
| 156.1 | TFC | — |
| 244.9 | TFC | — |
| 0 | MWL | — |
| 41.1 | B | — |
| 190.1 | TFC | — |
| 295.1 | SSS | — |
| 415.1 | CL | — |
| 517.5 | DAGS | — |
| 366.5 | TFC | — |
| 193 | TFC | — |
| 498.8 | TF | — |
| 37.8 | FH2 | — |
| 35.4 | TFC | — |
| 455.1 | TF | — |
| 45.6 | FL | — |
| 413.7 | TFC | — |
| 0 | AMH | A 0571 |
| 6 | SSS | — |
| 95.9 | TFC | — |
| 0 | MGO | CONNECTION IN MH 3 OCLOCK |
| 44.4 | TFC | — |
| 119.3 | TFC | — |
| 278.7 | TFC | — |
| 70.7 | B | — |
| 502.4 | TFC | — |
| 295.1 | FM | — |
| 343.4 | TFC | — |
| 329.5 | TFC | — |
| 72.4 | TFC | — |
| 279.2 | MGO | ABANDONED MH CAPPED |
| 0.1 | MWM | — |
| 395.4 | TFC | — |
Properties (4)
- custom_field_two
- 1
- customer
- LACSD
- datetime
- 2019-05-01T23:32:52-07:00
- is_lateral_inspection
- false