21 1035_21 1034_20160422_024121.mp4
- Date
- 04/22/2016
- W/O
- 557418
- Weather
- Dry
- Operator/Surveyor
- N.ZAHREDDINE
- Sewer ID
- Z00784
- PipeID
- P16139
- Time
- 10:04 PM
- Certificate
- U-109-7948
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K 3189
- Sewer Name
- 21 SAN ANTONIO TRUNK
- City
- CLAREMONT
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 21
- Page No.
- 06
- Purpose
- Routine Assessment
- Project
- WO_557418_TV21023_APRIL2016
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 12 in.
- Upstream MH
- 21 1035
- Downstream MH
- 21 1034
- Dir. of Survey
- Downstream
- Length Surveyed
- 382.9 ft.
- Total Length
- 382.9 ft.
- Structural Index
- 4
- Structural Quick
- 4432
- Structural Rating
- 22
- O&M Index
- 2
- O&M Quick
- 3122
- O&M Rating
- 9
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 31
Observation photos (11)
2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start
10.4 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: NO
93.4 ft. - Tap Break-In Intruding, at 11 o'clock, -, -, within 8 inches of joint: NO, 4", 1"
99.9 ft. - Fracture Multiple, from 11 to 12 o'clock, within 8 inches of joint: YES
228.2 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES
258.3 ft. - Roots Medium Joint, from 08 to 04 o'clock, 20 %, within 8 inches of joint: YESR
273.9 ft. - Fracture Multiple, from 10 to 04 o'clock, within 8 inches of joint: YES
294.1 ft. - Crack Multiple, from 08 to 01 o'clock, within 8 inches of joint: YES
297.8 ft. - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YES
323.1 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES
373.1 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES
Observations (33)
| Distance | Code | Observation |
|---|---|---|
| 382.9 | AMH | 21 1034 |
| 348.9 | TFC | — |
| 323.1 | RFJ | — |
| 93.4 | TBI | — |
| 294.1 | CM | — |
| 173.1 | TFC | — |
| 99.9 | FM | — |
| 371.7 | TFC | — |
| 135.7 | TFC | — |
| 297.8 | RFJ | — |
| 0 | MGO | CONNECTION AT THE MH 9 OC'LOCK |
| 0 | MWM | — |
| 222.4 | TFC | — |
| 100.6 | TFC | — |
| 85.8 | TFC | — |
| 45.2 | TFC | — |
| 0 | MWL | — |
| 0 | AMH | 21 1035 |
| 373.1 | FM | — |
| 2 | DAGS | — |
| 24.8 | TFC | — |
| 249.5 | TFC | — |
| 321.9 | TFC | — |
| 380.5 | DAGS | — |
| 142.7 | TBA | — |
| 10.4 | FL | — |
| 272.2 | TFC | — |
| 150.5 | TFC | — |
| 199.8 | TFC | — |
| 258.3 | RMJ | — |
| 228.2 | FM | — |
| 273.9 | FM | — |
| 299.2 | TFC | — |
Properties (5)
- additional_info
- SC226237
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2016-04-22T22:04:36-07:00
- sewer_category
- GRAVITY