03 0326_03 0325_4212016_011857.mp4
- Date
- 04/21/2016
- W/O
- 0569560
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00359
- PipeID
- P04900
- Time
- 12:32 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0111
- Sewer Name
- 03 ANAHEIM STREET TRUNK
- City
- LONG BEACH
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 03
- Page No.
- 23
- Purpose
- Routine Assessment
- Project
- 20160421MDM_ANAHEIM_STREET_TRUNK
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 30 in.
- Upstream MH
- 03 0326
- Downstream MH
- 03 0325
- Dir. of Survey
- Downstream
- Length Surveyed
- 325.7 ft.
- Total Length
- 325.7 ft.
- Structural Index
- 3
- Structural Quick
- 4334
- Structural Rating
- 30
- O&M Index
- 3
- O&M Quick
- 4221
- O&M Rating
- 10
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 40
Observation photos (19)
2 ft. - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC
2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING LAITANCE COAT
8 ft. - General Observation - 30" RCP
8 ft. - Surface Aggregate Projecting, from 01 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG
12.8 ft. - General Photograph - PRJECTING SEVERE AGG
12.8 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
24.9 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG
54.9 ft. - General Observation - POSSIBLE DEBRIE UNDER FLOW
63.2 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
63.2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE
63.2 ft. - General Observation - 30" RCP
74.1 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG
90.5 ft. - General Observation - POSSIBLE DEBRIE UNDER FLOW
100 ft. - General Observation - 30" RCP
103.5 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG
113.8 ft. - General Observation - DEBRIE TOP OF PIPE-POSSIBLE FULL PIPE AT TIMES
120.1 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 01 to 02 o'clock, , within 8 inches of joint: NO
210.5 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO
325.2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE
Observations (31)
| Distance | Code | Observation |
|---|---|---|
| 63.2 | SAP | — |
| 2 | SAV | SEVERE AGG SPORATIC |
| 54.9 | MGO | POSSIBLE DEBRIE UNDER FLOW |
| 24.9 | SAP | SEVERE AGG |
| 100 | MWL | — |
| 120.1 | DAGS | — |
| 8 | MGO | 30" RCP |
| 74.1 | SAM | SEVERE AGG |
| 113.8 | MGO | DEBRIE TOP OF PIPE-POSSIBLE FULL PIPE AT TIMES |
| 100 | MGO | 30" RCP |
| 325.2 | SAM | SEVERE AGG |
| 63.2 | MWL | — |
| 0 | MWM | — |
| 12.8 | MGP | PRJECTING SEVERE AGG |
| 325.2 | SSS | PEELING CONCRETE |
| 100 | MWM | — |
| 8 | SAP | SEVERE AGG |
| 12.8 | SAP | SEVERE AGG |
| 103.5 | SAM | SEVERE AGG |
| 63.2 | SAM | SEVERE AGG |
| 63.2 | SSS | — |
| 325.7 | AMH | 1:25AM |
| 63.2 | SSS | PEELING CONCRETE |
| 0 | MWL | — |
| 63.2 | MGO | 30" RCP |
| 210.5 | SSS | — |
| 0 | AMH | 12:35AM |
| 63.2 | MWM | — |
| 90.5 | MGO | POSSIBLE DEBRIE UNDER FLOW |
| 12.8 | SAV | — |
| 2 | SSS | BLISTERING PEELING LAITANCE COAT |
Properties (4)
- custom_field_three
- MISSING SEVERE AGG-PEELING CONCRETE
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2016-04-21T00:32:11-07:00