B 0477_B 0476_06042020_011227.mp4
- Date
- 06/04/2020
- W/O
- 833589
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z00094
- PipeID
- P09002
- Time
- 12:45 AM
- Certificate
- U-111-11880
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K7686
- Sewer Name
- JOINT OUTFALL B - UNIT 5D
- City
- PASADENA
- Loc. details
- Alley
- Location Code
- H
- Use of Sewer
- Sanitary Sewer
- District
- District 16
- Page No.
- 06
- Purpose
- Routine Assessment
- Project
- RFIR_WO_833589_TV16037_JUN2020
- Sewer Type
- Gravity
- Material
- NRCP
- Shape
- Circular
- Height
- 15 in.
- Width
- 57 in.
- Upstream MH
- B 0477
- Downstream MH
- B 0476
- Dir. of Survey
- Downstream
- Length Surveyed
- 267.2 ft.
- Total Length
- 267.2 ft.
- Structural Index
- 3
- Structural Quick
- 3J00
- Structural Rating
- 159
- O&M Index
- 2
- O&M Quick
- 412J
- O&M Rating
- 120
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 279
Observation photos (9)
2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start
8 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start
31.8 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
45.9 ft. - Roots Tap Connection, from 08 to 11 o'clock, 15 %, within 8 inches of joint: YES
98.7 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
126.3 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES
147.8 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
155.7 ft. - Tap Break-In Intruding, at 02 o'clock, -, #v, within 8 inches of joint: NO, 6", 1"
252 ft. - Roots Fine Connection, from 09 to 11 o'clock, within 8 inches of joint: YES
Observations (31)
| Distance | Code | Observation |
|---|---|---|
| 265.7 | SAP | — |
| 0 | MWL | — |
| 155.7 | TBI | — |
| 45.9 | RTC | — |
| 267.2 | MGO | CONNECTION AT MH 12 O'CLOCK |
| 147.8 | RFJ | — |
| 192 | TFA | — |
| 252 | RFC | — |
| 30.7 | TFC | — |
| 251.9 | TFA | — |
| 242.5 | TFA | — |
| 100 | TBA | — |
| 0 | MWM | — |
| 143.8 | TBA | — |
| 8 | SAP | — |
| 197.4 | TFC | — |
| 0 | AMH | B 0477 |
| 45.9 | TBA | — |
| 38 | TBA | — |
| 31.8 | RFJ | — |
| 98.7 | RFJ | — |
| 265.7 | DAGS | — |
| 267.2 | AMH | B 0476 |
| 2 | DAGS | — |
| 159.1 | TBC | — |
| 27.1 | TFC | — |
| 126.3 | FL | — |
| 88.3 | TFC | — |
| 90.8 | TFC | — |
| 0 | MGO | CONNECTION AT MH 6 O'CLOCK |
| 148.5 | TFC | — |
Properties (7)
- additional_info
- SC411278
- custom_field_three
- PROJECTING AGGREGATE
- custom_field_two
- 3
- customer
- 1
- datetime
- 2020-06-04T00:45:10-07:00
- documentation
- PRO PIPE
- is_lateral_inspection
- false