H 0405_A 0930_9122017_093249.mp4
- Date
- 09/12/2017
- W/O
- 0651725
- Weather
- Dry
- Operator/Surveyor
- SANTIAGO OBREGON
- Sewer ID
- Z00956
- PipeID
- P21182
- Time
- 9:08 AM
- Certificate
- U-1014-06022541
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- G7511
- Sewer Name
- A JOA-1A SAN JOSE CREEK WRP INFLUENT SEWER
- City
- WHITTIER
- Loc. details
- Other
- Location Code
- Z
- Use of Sewer
- Sanitary Sewer
- District
- District 18
- Page No.
- 01
- Purpose
- Capital Improvement Program Assesment
- Project
- 20170912SHO_JOA1A_SJC_WRP_INFLUENT_SEWER
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 78 in.
- Upstream MH
- H 0405
- Downstream MH
- A 0930
- Dir. of Survey
- Downstream
- Length Surveyed
- 596.7 ft.
- Total Length
- 596.7 ft.
- Structural Index
- 5
- Structural Quick
- 5731
- Structural Rating
- 38
- O&M Index
- 4
- O&M Quick
- 4100
- O&M Rating
- 4
- Overall Index
- 5
- Overall Quick
- —
- Overall Rating
- 42
Observation photos (10)
30 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start
30 ft. - General Observation - 30% MAG
83.5 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: YES
96.6 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES
110.4 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES
176 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO
262.5 ft. - Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"
262.7 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO
266.1 ft. - Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"
291.5 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO
Observations (17)
| Distance | Code | Observation |
|---|---|---|
| 596.7 | SAP | — |
| 0 | MWM | — |
| 18 | SRV | — |
| 0 | AMH | 0935 |
| 96.6 | SRV | — |
| 110.4 | SRV | — |
| 291.5 | SRV | — |
| 83.5 | SRV | — |
| 30 | SAP | — |
| 262.5 | TBB | — |
| 0 | MWL | — |
| 176 | SRV | — |
| 262.7 | SRV | — |
| 96.7 | TFC | — |
| 596.7 | AMH | 1015 |
| 266.1 | TBB | — |
| 30 | MGO | 30% MAG |
Properties (7)
- additional_info
- RFIR
- custom_field_three
- PROJECTING AGG. THROUGHOUT AND SOME VISIBLE REBAR
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2017-09-12T09:08:51-07:00
- documentation
- OBREGON, IGNACIO, FRANKLIN, BRAR
- is_lateral_inspection
- false