B 0472_B 0471_06032020_032113.mp4
- Date
- 06/03/2020
- W/O
- 833589
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z00094
- PipeID
- P08996
- Time
- 3:02 AM
- Certificate
- U-111-11880
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K7685
- Sewer Name
- JOINT OUTFALL B - UNIT 5D
- City
- PASADENA
- Loc. details
- Easement/Right of Way
- Location Code
- D
- Use of Sewer
- Sanitary Sewer
- District
- District 16
- Page No.
- 07
- Purpose
- Routine Assessment
- Project
- RFIR_WO_833589_TV16037_JUN2020
- Sewer Type
- Gravity
- Material
- NRCP
- Shape
- Circular
- Height
- 18 in.
- Width
- 57 in.
- Upstream MH
- B 0472
- Downstream MH
- B 0471
- Dir. of Survey
- Downstream
- Length Surveyed
- 330.4 ft.
- Total Length
- 330.4 ft.
- Structural Index
- 3
- Structural Quick
- 3L00
- Structural Rating
- 201
- O&M Index
- 2
- O&M Quick
- 4134
- O&M Rating
- 157
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 358
Observation photos (11)
2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start
2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start
10 ft. - Roots Medium Joint, from 09 to 03 o'clock, 15 %, within 8 inches of joint: YESR, Start
49.5 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
60 ft. - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"
60 ft. - Roots Medium Connection, from 09 to 03 o'clock, 40 %, within 8 inches of joint: YES
61.7 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
122.7 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR
194.4 ft. - Roots Medium Joint, from 09 to 03 o'clock, 15 %, within 8 inches of joint: YESR
281.8 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR, Start
284.5 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start
Observations (26)
| Distance | Code | Observation |
|---|---|---|
| 49.5 | RFJ | — |
| 292.3 | FL | — |
| 10 | RMJ | — |
| 0 | AMH | B 0472 |
| 122.7 | RFJ | — |
| 281.8 | RFJ | — |
| 78.1 | TBA | — |
| 2 | SAP | — |
| 148.1 | TBA | — |
| 324.2 | RFJ | — |
| 328.4 | SAP | — |
| 60 | TBA | — |
| 217.4 | TBA | — |
| 61.7 | RFJ | — |
| 2 | DAGS | — |
| 330.4 | AMH | B 0471 |
| 167.5 | TBA | — |
| 22.1 | RMJ | — |
| 0 | MWM | — |
| 284.5 | FL | — |
| 194.4 | RMJ | — |
| 60 | RMC | — |
| 0 | MWL | — |
| 328.4 | DAGS | — |
| 278.4 | TBA | — |
| 5.1 | TFA | — |
Properties (7)
- additional_info
- SC411277
- custom_field_three
- PROJECTING AGGREGATE
- custom_field_two
- 3
- customer
- 1
- datetime
- 2020-06-03T03:02:22-07:00
- documentation
- PRO PIPE
- is_lateral_inspection
- false