15 0899_15 0898_03252021_012735.mp4
- Date
- 03/25/2021
- W/O
- 885860
- Weather
- Dry
- Operator/Surveyor
- M.MARTINEZ
- Sewer ID
- Z00599
- PipeID
- P12693
- Time
- 1:06 AM
- Certificate
- U-115-06022794
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K8806
- Sewer Name
- 15 CALIFORNIA AVENUE TRUNK
- City
- MONROVIA
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 15
- Page No.
- 05
- Purpose
- Routine Assessment
- Project
- RFIR_WO_885860_TV15182_APR2021
- Sewer Type
- Gravity
- Material
- NRCP
- Shape
- Circular
- Height
- 10 in.
- Width
- 10 in.
- Upstream MH
- 15 0899
- Downstream MH
- 15 0898
- Dir. of Survey
- Downstream
- Length Surveyed
- 411.5 ft.
- Total Length
- 411.5 ft.
- Structural Index
- 3
- Structural Quick
- 4233
- Structural Rating
- 17
- O&M Index
- 1
- O&M Quick
- 211G
- O&M Rating
- 42
- Overall Index
- 1
- Overall Quick
- —
- Overall Rating
- 59
Observation photos (11)
8.4 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
16.5 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start
16.5 ft. - Material Change, Vitrified clay pipe
49.4 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
49.4 ft. - Material Change, Concrete pipe (non-reinfored)
66.9 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES
66.9 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES
72.8 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES
73.1 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
84.8 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
355.6 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
Observations (23)
| Distance | Code | Observation |
|---|---|---|
| 355.6 | RFJ | — |
| 66.9 | RFJ | — |
| 8.4 | SAP | — |
| 410 | SAP | — |
| 73.1 | FM | — |
| 49.4 | SAP | — |
| 238.7 | RFJ | — |
| 49.4 | MMC | — |
| 84.8 | RFJ | — |
| 410 | DAGS | — |
| 411.5 | MGO | CONNECTION AT MH, 9 O'CLOCK |
| 411.5 | AMH | 15 0898 |
| 16.5 | DAGS | — |
| 0 | MWL | — |
| 66.9 | FM | — |
| 72.8 | RFJ | — |
| 410 | FM | — |
| 391.3 | RFJ | — |
| 0 | MWM | — |
| 16.5 | MMC | — |
| 0 | AMH | 15 0899 |
| 0 | MGO | CONNECTION AT MH, 9 O'CLOCK |
| 16.5 | SAP | — |
Properties (6)
- custom_field_three
- FRACTURES, AGGREGATE PROJECTING
- custom_field_two
- 3
- customer
- 1
- datetime
- 2021-03-25T01:06:06-07:00
- documentation
- PRO PIPE
- is_lateral_inspection
- false