18 0425_18 0076 _24072018_021146.mpg
- Date
- 07/24/2018
- W/O
- 716712
- Weather
- Dry
- Operator/Surveyor
- E.RUIZ
- Sewer ID
- Z00698
- PipeID
- P13893
- Time
- 1:55 AM
- Certificate
- U-715-07000753
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K5321
- Sewer Name
- 18 SANTA FE STREET TRUNK
- City
- WHITTIER
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 18
- Page No.
- 21
- Purpose
- Routine Assessment
- Project
- WO_716712_TV18177_JUL2018
- Sewer Type
- Gravity
- Material
- NRCP
- Shape
- Circular
- Height
- 18 in.
- Width
- 18 in.
- Upstream MH
- 18 0425
- Downstream MH
- 18 0076
- Dir. of Survey
- Downstream
- Length Surveyed
- 222.5 ft.
- Total Length
- 222.5 ft.
- Structural Index
- 4
- Structural Quick
- 4H32
- Structural Rating
- 178
- O&M Index
- 1
- O&M Quick
- 3122
- O&M Rating
- 13
- Overall Index
- 4
- Overall Quick
- —
- Overall Rating
- 191
Observation photos (11)
3 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
7 ft. - Surface Aggregate Missing, from 11 to 01 o'clock, within 8 inches of joint: YES
12.1 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start
34.7 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 03 o'clock, , within 8 inches of joint: YES
61.5 ft. - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES
82.8 ft. - Roots Fine Joint, from 07 to 11 o'clock, within 8 inches of joint: YES
111.7 ft. - Roots Fine Joint, from 07 to 12 o'clock, within 8 inches of joint: YES
154.3 ft. - Roots Fine Joint, from 12 to 04 o'clock, within 8 inches of joint: YES
175.7 ft. - Roots Fine Joint, from 07 to 10 o'clock, within 8 inches of joint: YES
190.8 ft. - Roots Fine Joint, from 07 to 11 o'clock, within 8 inches of joint: YES
203.2 ft. - Roots Fine Joint, from 08 to 11 o'clock, within 8 inches of joint: YES
Observations (19)
| Distance | Code | Observation |
|---|---|---|
| 154.3 | RFJ | — |
| 222.5 | AMH | 18 0076 |
| 190.8 | RFJ | — |
| 12.1 | SAM | — |
| 111.7 | RFJ | — |
| 3 | SAP | — |
| 157.8 | TFA | — |
| 203.2 | RFJ | — |
| 34.7 | DAE | — |
| 0 | AMH | 18 0425 |
| 175.7 | RFJ | — |
| 61.5 | ID | — |
| 7 | SAM | — |
| 146.7 | DAE | — |
| 0 | MWM | — |
| 0 | MWL | — |
| 221.4 | SAM | — |
| 12.1 | SAP | — |
| 82.8 | RFJ | — |
Properties (5)
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2018-07-24T01:55:18-07:00
- documentation
- PROPIPE
- is_lateral_inspection
- false