22 0305_22 0304_20160130_100248.mp4
- Date
- 01/06/2016
- W/O
- 547068
- Weather
- Dry
- Operator/Surveyor
- R.VARGAS
- Sewer ID
- Z00794
- PipeID
- P16592
- Time
- 1:34 PM
- Certificate
- U-209-211
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- 3027
- Sewer Name
- 22 CAMERON TRUNK, SECTION 4
- City
- WEST COVINA
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 22
- Page No.
- 36
- Purpose
- Routine Assessment
- Project
- WO_547068_TV22013_JAN2016
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 12 in.
- Upstream MH
- 22 0305
- Downstream MH
- 22 0304
- Dir. of Survey
- Downstream
- Length Surveyed
- 300.8 ft.
- Total Length
- 300.8 ft.
- Structural Index
- 2
- Structural Quick
- 3516
- Structural Rating
- 21
- O&M Index
- 2
- O&M Quick
- 2K14
- O&M Rating
- 122
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 143
Observation photos (11)
4.1 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES
41.8 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES
49.8 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES
73.1 ft. - Joint Separated Medium
73.1 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES
157.7 ft. - Crack Circumferential, from 04 to 06 o'clock, within 8 inches of joint: YES
177.8 ft. - Crack Circumferential, from 07 to 09 o'clock, within 8 inches of joint: YES
219.6 ft. - Crack Circumferential, from 04 to 05 o'clock, within 8 inches of joint: YES
248.2 ft. - Crack Circumferential, from 03 to 06 o'clock, within 8 inches of joint: YES
248.2 ft. - Crack Circumferential, from 06 to 07 o'clock, within 8 inches of joint: YES
278.3 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES
Observations (35)
| Distance | Code | Observation |
|---|---|---|
| 177.8 | CC | — |
| 300.8 | MGO | LATERAL AT MH 9 O' CLOCK ACTIVE |
| 0 | MWM | — |
| 166 | RFJ | — |
| 210.2 | TFA | — |
| 300.8 | TFC | — |
| 0 | MWL | — |
| 219.6 | CC | — |
| 107.7 | RFJ | — |
| 28.6 | TFC | — |
| 300.8 | AMH | 22 0304 |
| 2 | DAGS | — |
| 129.5 | TFC | — |
| 300.8 | MGO | LATERAL AT MH 3 O' CLOCK ACTIVE |
| 193.3 | RPP | POINT REPAIR |
| 199.9 | TFC | — |
| 86.2 | TFC | — |
| 0 | VC | — |
| 278.3 | CM | — |
| 157.7 | RFJ | — |
| 63.5 | TFC | — |
| 73.1 | JSM | — |
| 148.6 | TFC | — |
| 248.2 | CC | — |
| 49.8 | CM | — |
| 0 | MGO | LATERAL AT MH 9 O' CLOCK ACTIVE |
| 297.1 | DAGS | — |
| 4.1 | CM | — |
| 248.2 | CC | — |
| 73.1 | CM | — |
| 0 | MGO | LATERAL AT MH 3 O' CLOCK ACTIVE |
| 0 | AMH | 22 0305 |
| 41.8 | CM | — |
| 157.7 | CC | — |
| 266.3 | RPP | POINT REPAIR |
Properties (5)
- additional_info
- SC224620
- custom_field_two
- 3
- customer
- LACSD
- datetime
- 2016-01-06T13:34:20-08:00
- sewer_category
- GRAVITY