C 0119_C 0118_4282016_025315.mp4
- Date
- 04/28/2016
- W/O
- 0561707
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00127
- PipeID
- P09639
- Time
- 2:24 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0117
- Sewer Name
- C JOINT OUTFALL C - UNIT 4B
- City
- LONG BEACH
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 03
- Page No.
- 20
- Purpose
- Maintenance Related
- Project
- 20160428MDM_JOINT_OUTFALL_C_UNIT_4B
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 48 in.
- Upstream MH
- C 0119
- Downstream MH
- C 0118
- Dir. of Survey
- Downstream
- Length Surveyed
- 438.6 ft.
- Total Length
- 438.6 ft.
- Structural Index
- 4
- Structural Quick
- 5541
- Structural Rating
- 42
- O&M Index
- 3
- O&M Quick
- 3100
- O&M Rating
- 3
- Overall Index
- 4
- Overall Quick
- —
- Overall Rating
- 45
Observation photos (17)
0 ft. - General Observation - MH CONN UNDER FLOW 9:00 -UNKNOWN
0 ft. - General Observation - MH CONN UNDER FLOW 3:00 UNKNOWN
2 ft. - General Observation - 48" RCP
2.7 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start - LONG REBAR
2.7 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERER AGG
2.7 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR
6.9 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - CIRCUM
9.1 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CORRODED BEYOUND REBAR
13.1 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - CIRCUM REBAR
13.1 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE
23.5 ft. - General Observation - 48" RCP
61.2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING &BLISTERING LAITANCE COAT
69.8 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC
298.3 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - VERY SPORATIC
342.6 ft. - General Photograph
428 ft. - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - FLOATING DEBRIE
438.1 ft. - General Observation - VEIW DOWNLEG UPSTREAM SIPHON
Observations (35)
| Distance | Code | Observation |
|---|---|---|
| 23.5 | MGO | 48" RCP |
| 261.3 | TF | Active |
| 1 | MGO | MH ROLLER SHEVE & POLE USED MH#A247 DIVERTING MORE FLOW |
| 438.1 | SAV | SEVERE AGG VERY SPORATIC |
| 61.2 | SSS | PEELING &BLISTERING LAITANCE COAT |
| 310.8 | SAV | SEVERE AGG SPORATIC |
| 0 | MGO | MH CONN 9:30 ACTIVE |
| 10.4 | SRV | CIRCUM REBAR |
| 6.9 | SRC | CIRCUM |
| 2 | MGO | 48" RCP |
| 69.8 | TF | Active |
| 69.8 | SAV | SEVERE AGG SPORATIC |
| 298 | TF | Active |
| 10.4 | SRV | LONG REBAR |
| 13.1 | SRV | CIRCUM REBAR |
| 69.8 | SAP | SEVERE AGG |
| 13.1 | SAP | SEVERE AGG |
| 2.7 | SRV | LONG REBAR |
| 298.3 | SAV | VERY SPORATIC |
| 438.1 | SSS | BLISTERING PEELING LAITANCE COAT |
| 428 | DSZ | FLOATING DEBRIE |
| 2.7 | SAM | SEVERER AGG |
| 342.6 | MGP | — |
| 13.1 | SAM | SEVERE AGG |
| 13.1 | SSS | BLISTERING CONCRETE |
| 0 | MGO | MH CONN UNDER FLOW 9:00 -UNKNOWN |
| 0 | MGO | MH CONN UNDER FLOW 3:00 UNKNOWN |
| 9.1 | SRC | CORRODED BEYOUND REBAR |
| 69.8 | SSS | — |
| 438.6 | AMH | 3:45AM |
| 0 | MWL | — |
| 438.1 | MGO | VEIW DOWNLEG UPSTREAM SIPHON |
| 2.7 | SRV | CIRCUM REBAR |
| 0 | AMH | 2:25AM |
| 0 | MWM | — |
Properties (4)
- custom_field_three
- REBAR CORRODED-CORRODED BEYOUND REBAR-FRIST 13'
- custom_field_two
- 1
- customer
- LACSD
- datetime
- 2016-04-28T02:24:14-07:00