22 0488_22 0487_06242021_224920.mp4
- Date
- 06/24/2021
- W/O
- 896390
- Weather
- Dry
- Operator/Surveyor
- M.MARTINEZ
- Sewer ID
- Z00800
- PipeID
- P16827
- Time
- 10:19 PM
- Certificate
- U-115-06022794
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K8996
- Sewer Name
- 22 COVINA CONNECTION EXTENSION TRUNK
- City
- WEST COVINA
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 22
- Page No.
- 31
- Purpose
- Routine Assessment
- Project
- RFIR_WO_896390_TV22135_JUN2021
- Sewer Type
- Gravity
- Material
- NRCP
- Shape
- Square
- Height
- 10 in.
- Width
- 10 in.
- Upstream MH
- 22 0488
- Downstream MH
- 22 0487
- Dir. of Survey
- Downstream
- Length Surveyed
- 338.9 ft.
- Total Length
- 338.9 ft.
- Structural Index
- 3
- Structural Quick
- 4433
- Structural Rating
- 29
- O&M Index
- 2
- O&M Quick
- 2100
- O&M Rating
- 2
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 31
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 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
7 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
9.8 ft. - Crack Longitudinal, at 09 o'clock, within 8 inches of joint: YES
72.3 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES
108.6 ft. - Fracture Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES
126.7 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES
152.8 ft. - Fracture Longitudinal Hinge, 2, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
201.2 ft. - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES
203.2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
Observations (32)
| Distance | Code | Observation |
|---|---|---|
| 91.5 | TFC | — |
| 142.7 | TFC | — |
| 7 | SSS | — |
| 139.8 | TFC | — |
| 292.8 | TFA | — |
| 160.7 | FH2 | — |
| 0 | AMH | 22 0488 |
| 241.7 | TFC | — |
| 2 | DAGS | — |
| 0 | MWM | — |
| 72.3 | FM | — |
| 188 | TFC | — |
| 336.8 | SSS | — |
| 9.8 | CL | — |
| 289.9 | TFC | — |
| 37.2 | TFC | — |
| 238.8 | TFC | — |
| 338.9 | AMH | 22 0487 |
| 108.6 | FM | — |
| 203.2 | SAP | — |
| 40 | TFC | — |
| 336.8 | SAP | — |
| 203.2 | SAV | — |
| 190.9 | TFC | — |
| 88.5 | TFC | — |
| 2 | SAV | — |
| 336.8 | DAGS | — |
| 152.8 | FH2 | — |
| 0 | MGO | CONNECTION AT MH 3 O'CLOCK |
| 201.2 | FL | — |
| 0 | MWL | — |
| 126.7 | FM | — |
Properties (6)
- custom_field_three
- FRACTURES, SPALLING, AGGREGATE PROJECTING
- custom_field_two
- 2
- customer
- 1
- datetime
- 2021-06-24T22:19:32-07:00
- documentation
- PRO PIPE
- is_lateral_inspection
- false