32 1017_32 1016_20160209_005127.mp4
- Date
- 02/08/2016
- W/O
- 547104
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z00841
- PipeID
- P19465
- Time
- 11:32 PM
- Certificate
- U-111-11880
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K3096
- Sewer Name
- 32 SOLEDAD CANYON TRUNK, SECTS 1,2,3,&4
- City
- SANTA CLARITA
- Loc. details
- Main Highway - Suburban/Rural
- Location Code
- B
- Use of Sewer
- Sanitary Sewer
- District
- District 32
- Page No.
- 05
- Purpose
- Routine Assessment
- Project
- WO_547104_TV32025_JAN2016
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 15 in.
- Upstream MH
- 32 1017
- Downstream MH
- 32 1016
- Dir. of Survey
- Downstream
- Length Surveyed
- 352.5 ft.
- Total Length
- 352.5 ft.
- Structural Index
- 3
- Structural Quick
- 3O00
- Structural Rating
- 246
- O&M Index
- 2
- O&M Quick
- 322[
- O&M Rating
- 317
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 563
Observation photos (10)
2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start
2.5 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start
5.4 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SPORADICALLY
72.6 ft. - Tap Break-In Defective, at 09 o'clock, -, , within 8 inches of joint: NO, 6", 6" - OFFSET
78.5 ft. - Water Level, Sag in pipe, 50 %of cross sectional area, Start
185.5 ft. - Roots Fine Joint, from 03 to 05 o'clock, within 8 inches of joint: YESR
211.9 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
217.2 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR, Start
253.9 ft. - Obstacles Other, 5 %of cross sectional area, from 03 to 04 o'clock
314.5 ft. - Roots Medium Joint, from 08 to 04 o'clock, 20 %, within 8 inches of joint: YESR
Observations (19)
| Distance | Code | Observation |
|---|---|---|
| 2.5 | DAE | — |
| 185.5 | RFJ | — |
| 72.6 | TBD | OFFSET |
| 253.9 | OBZ | — |
| 350.5 | RFJ | — |
| 350.5 | DAE | — |
| 350.5 | CM | — |
| 0 | MWL | — |
| 2 | DAGS | — |
| 78.5 | MWLS | — |
| 0 | AMH | 32 1017 |
| 211.9 | RFJ | — |
| 0 | MWM | — |
| 350.5 | DAGS | — |
| 217.2 | RFJ | — |
| 352.5 | AMH | 32 1016 |
| 5.4 | CM | SPORADICALLY |
| 145.4 | MWLS | — |
| 314.5 | RMJ | — |
Properties (5)
- additional_info
- SC225474
- custom_field_two
- 3
- customer
- LACSD
- datetime
- 2016-02-08T23:32:18-08:00
- sewer_category
- GRAVITY