A 0396_A 0395_6112016_020713.mp4
- Date
- 06/11/2016
- W/O
- 0577469
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00325
- PipeID
- P08306
- Time
- 12:47 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0157
- Sewer Name
- A JOA-1A SAN JOSE CREEK WRP INTERCEPTOR
- City
- SAN GABRIEL
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 01
- Purpose
- Capital Improvement Program Assesment
- Project
- 20160611MDM_JOA_1A_SAN_JOSE_CREEK_WRP_INTERCEPTOR
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 21 in.
- Upstream MH
- A 0396
- Downstream MH
- A 0395
- Dir. of Survey
- Downstream
- Length Surveyed
- 533.8 ft.
- Total Length
- 533.8 ft.
- Structural Index
- 4
- Structural Quick
- 5842
- Structural Rating
- 54
- O&M Index
- 0
- O&M Quick
- 0000
- O&M Rating
- 0
- Overall Index
- 4
- Overall Quick
- —
- Overall Rating
- 54
Observation photos (16)
2 ft. - Material Change, Vitrified clay pipe - PIPE IS NOT RCP
137.3 ft. - General Observation - 21" VCP
306.9 ft. - Material Change, Reinforced concrete pipe
306.9 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
314.2 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR
324.1 ft. - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE
324.1 ft. - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE
324.1 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
330.2 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR RIBCAGE EFFECT
372.1 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM
433.2 ft. - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: NO
434.6 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM
438.7 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO, Start - CIRCUM
462.7 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM
510.6 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR
527 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR
Observations (30)
| Distance | Code | Observation |
|---|---|---|
| 324.1 | SRV | CIRCUM REBAR |
| 324.1 | SSS | PEELING CONCRETE |
| 2 | MMC | PIPE IS NOT RCP |
| 330.2 | SRV | CIRCUM REBAR RIBCAGE EFFECT |
| 306.9 | MMC | — |
| 306.9 | SAM | SEVERE AGG |
| 527 | SRC | CIRCUM REBAR |
| 533.4 | SAM | — |
| 533.4 | SSS | — |
| 137.3 | MGO | 21" VCP |
| 445.2 | SRC | — |
| 324.1 | SSS | BLISTERING PEELING CONCRETE |
| 0 | AMH | 1:35AM |
| 468.3 | SRC | — |
| 533.4 | SSS | — |
| 533.8 | AMH | 2:35AM |
| 462.7 | SRC | CIRCUM |
| 0 | MWM | — |
| 314.2 | SRV | CIRCUM REBAR |
| 533.4 | SAM | SEVERE AGG |
| 324.1 | SAM | SEVERE AGG |
| 533.4 | SRV | CIRCUM REBAR |
| 438.7 | SRC | CIRCUM |
| 372.1 | SRC | CIRCUM |
| 514.3 | SRC | — |
| 510.6 | SRC | CIRCUM REBAR |
| 433.2 | SSS | — |
| 533.4 | SRC | CIRCUM REBAR |
| 0 | MWL | — |
| 434.6 | SRV | CIRCUM |
Properties (7)
- custom_field_three
- CIRCUM REBAR -SEVERE AGG
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2016-06-11T00:47:12-07:00
- documentation
- MARTIN,MANANES,REVELES,OLIVER 111
- is_lateral_inspection
- false
- year_laid
- 19810109