- Date
- 11/04/2017
- W/O
- 849557
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00199
- PipeID
- P01381
- Time
- 2:52 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- G6862
- Sewer Name
- 01 CALIFORNIA AVENUE EXTENSION TRUNK
- City
- LYNWOOD
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 01
- Page No.
- 14
- Purpose
- Routine Assessment
- Project
- CCTV_2017PACP
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 48 in.
- Upstream MH
- 01 0674
- Downstream MH
- 01 0673
- Dir. of Survey
- Downstream
- Length Surveyed
- 402.8 ft.
- Total Length
- 402.8 ft.
- Structural Index
- 2
- Structural Quick
- 5333
- Structural Rating
- 190
- O&M Index
- 5
- O&M Quick
- 5O00
- O&M Rating
- 390
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 580
Observation photos (15)
2 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR BROKEN- NO LONGER THERE
2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE
13.4 ft. - General Observation - 75% MAG COAT START
24.8 ft. - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO, Start - POSSIBLE PAPER PRODUCTS UNDER FLOW
36 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE
44.6 ft. - Surface Aggregate Visible, from 10 to 11 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG
57 ft. - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR
74.9 ft. - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - PAPER
97 ft. - General Observation - 20% MAG COAT START
115 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE
160.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR
202.2 ft. - General Observation - 20% MAG COAT FIMISH
313 ft. - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - PAPER-SLUDGE
364.7 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE
382.5 ft. - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC
Observations (23)
| Distance | Code | Observation |
|---|---|---|
| 74.9 | DSZ | PAPER |
| 48.9 | SAV | FINISH |
| 0 | MGO | MH CONN 3:00 ACTIVE |
| 0 | MWM | — |
| 364.7 | SSS | BLISTERING PEELING CONCRETE |
| 57 | SRV | CIRCUM REBAR |
| 402.2 | DSZ | PAPER SLUDGE |
| 36 | SSS | BLISTERING PEELING CONCRETE |
| 97 | MGO | 20% MAG COAT START |
| 313 | DSZ | PAPER-SLUDGE |
| 402.2 | SSS | BLISTERING PEELING CONCRETE |
| 115 | SSS | PEELING CONCRETE |
| 2 | SRC | CIRCUM REBAR BROKEN- NO LONGER THERE |
| 382.5 | SAV | SEVERE AGG SPORATIC |
| 24.8 | DSZ | POSSIBLE PAPER PRODUCTS UNDER FLOW |
| 402.8 | AMH | 4:15AM |
| 0 | MWL | — |
| 0 | AMH | 3:15AM |
| 2 | SSS | BLISTERING PEELING CONCRETE |
| 13.4 | MGO | 75% MAG COAT START |
| 44.6 | SAV | SEVERE AGG |
| 160.1 | SRC | CIRCUM REBAR |
| 202.2 | MGO | 20% MAG COAT FIMISH |
Properties (6)
- custom_field_three
- SEVERE AGG SPORATIC-SURFACE CIRCUM REBAR
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2017-11-04T02:52:09-07:00
- documentation
- MARTIN,MANANES,REVELES,OLIVER 111
- is_lateral_inspection
- false