B 0443_B 0442_06222021_023447.mp4
- Date
- 06/22/2021
- W/O
- 896722
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z00093
- PipeID
- P08955
- Time
- 2:18 AM
- Certificate
- U-0720-70309212
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K8950
- Sewer Name
- B JOINT OUTFALL B - UNIT 5C
- City
- PASADENA
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 16
- Page No.
- 11
- Purpose
- Routine Assessment
- Project
- RFIR_WO_896722_TV16034_JUN2021
- Sewer Type
- Gravity
- Material
- NRCP
- Shape
- Circular
- Height
- 15 in.
- Width
- 63 in.
- Upstream MH
- B 0443
- Downstream MH
- B 0442
- Dir. of Survey
- Downstream
- Length Surveyed
- 400.3 ft.
- Total Length
- 400.3 ft.
- Structural Index
- 3
- Structural Quick
- 413O
- Structural Rating
- 241
- O&M Index
- 2
- O&M Quick
- 322O
- O&M Rating
- 202
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 443
Observation photos (10)
2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start
2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start
85.5 ft. - Roots Fine Joint, from 11 to 03 o'clock, within 8 inches of joint: YESR
105.8 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
119.5 ft. - Fracture Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES
148.7 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
151.8 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
175.4 ft. - Roots Medium Lateral, from 07 to 11 o'clock, 25 %, within 8 inches of joint: YES
175.4 ft. - Roots Medium Joint, from 12 to 04 o'clock, 25 %, within 8 inches of joint: YESR
227.9 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR, Start
Observations (19)
| Distance | Code | Observation |
|---|---|---|
| 119.5 | FM | — |
| 151.8 | RFJ | — |
| 0 | AMH | B 0443 |
| 175.4 | RML | — |
| 175.4 | TFA | — |
| 85.5 | RFJ | — |
| 400.3 | AMH | B 0442 |
| 0 | MWM | — |
| 2 | DAGS | — |
| 398.4 | DAGS | — |
| 0 | MWL | — |
| 398.4 | RFJ | — |
| 141.4 | TB | — |
| 2 | SAP | — |
| 148.7 | RFJ | — |
| 175.4 | RMJ | — |
| 227.9 | RFJ | — |
| 398.4 | SAP | — |
| 105.8 | RFJ | — |
Properties (7)
- additional_info
- 630069062121203
- custom_field_three
- PROJECTING AGGREGATE/MULTIPLE FRACTURES
- custom_field_two
- 2
- customer
- 1
- datetime
- 2021-06-22T02:18:41-07:00
- documentation
- PRO PIPE
- is_lateral_inspection
- false