03 0431_03 0430_392018_025936.mp4
- Date
- 03/09/2018
- W/O
- #
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00406
- PipeID
- P04979
- Time
- 1:21 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0770
- Sewer Name
- 03 WATER STREET TRUNK
- City
- LONG BEACH
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 03
- Page No.
- 22
- Purpose
- Capital Improvement Program Assesment
- Project
- 20180309MDM_WATER_STREET_TRUNK
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 36 in.
- Upstream MH
- 03 0431
- Downstream MH
- 03 0430
- Dir. of Survey
- Downstream
- Length Surveyed
- 350.9 ft.
- Total Length
- 350.9 ft.
- Structural Index
- 3
- Structural Quick
- 3623
- Structural Rating
- 24
- O&M Index
- 2
- O&M Quick
- 3125
- O&M Rating
- 13
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 37
Observation photos (16)
2 ft. - General Observation - MAG COAT 98% START 8:00 TO 4:00
2 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT
2 ft. - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Start - SLUDGE & GRITE
2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE UNDER MAG COAT
26.4 ft. - Surface Aggregate Visible, from 12 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG
52.6 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 02 o'clock, , within 8 inches of joint: YES
60.1 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES
97.8 ft. - Surface Aggregate Visible, from 01 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG
176.2 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES
194.1 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT
214.5 ft. - General Observation - 95% MAG COAT
250.2 ft. - Surface Aggregate Visible, from 01 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG
271.3 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO
272.4 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
305.1 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES
331.3 ft. - Surface Aggregate Projecting, from 08 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG
Observations (27)
| Distance | Code | Observation |
|---|---|---|
| 2 | MGO | MAG COAT 98% START 8:00 TO 4:00 |
| 0 | MWL | — |
| 0 | MWM | — |
| 2 | SAV | SEVERE AGG UNDER MAG COAT |
| 2 | DSZ | SLUDGE & GRITE |
| 331.3 | SAP | SEVERE AGG |
| 194.1 | SSS | PEELING CONCRETE UNDER MAG COAT |
| 271.3 | SSS | — |
| 214.5 | MGO | 95% MAG COAT |
| 250.2 | SAV | SEVERE AGG |
| 272.4 | SAP | SEVERE AGG |
| 52.6 | ID | — |
| 2 | SSS | PEELING CONCRETE UNDER MAG COAT |
| 350.6 | MGO | Conn. @ Mh, 9 O' Clock. OPEN |
| 219.3 | DSZ | SLUDGE GRITE |
| 176.2 | DAE | — |
| 350.6 | SAP | SEVERE AGG |
| 60.1 | DAE | — |
| 26.4 | SAV | SEVERE AGG |
| 350.9 | AMH | 3:40AM |
| 97.8 | SAV | SEVERE AGG |
| 305.1 | DAE | — |
| 52.6 | DAE | — |
| 0 | AMH | 3:00AM |
| 350.6 | MGO | 95% MAG COAT FINISH |
| 350.6 | SAV | SEVERE AGG |
| 350.6 | SSS | PEELING CONCRETE |
Properties (4)
- custom_field_three
- PROJECTING SEVERE AGG-95% MAG COAT
- custom_field_two
- 3
- customer
- LACSD
- datetime
- 2018-03-09T01:21:08-08:00