03 0431_03 0430_382019_025647.mp4
- Date
- 03/08/2019
- W/O
- 0759775
- Weather
- Light Rain
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00406
- PipeID
- P04979
- Time
- 1:19 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H1140
- 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
- 20190308MDM_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
- 353.9 ft.
- Total Length
- 353.9 ft.
- Structural Index
- 3
- Structural Quick
- 4135
- Structural Rating
- 27
- O&M Index
- 2
- O&M Quick
- 3426
- O&M Rating
- 24
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 51
Observation photos (17)
0 ft. - General Observation - MAG COAT 85% START
2 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE
24 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE
43.5 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
52.9 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 11 to 04 o'clock, , within 8 inches of joint: YES
78 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERRE AGG
84.8 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES
117.6 ft. - Surface Aggregate Projecting, from 08 to 12 o'clock, within 8 inches of joint: YES - SEVERE AGG
120.5 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE
179.2 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES
187 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES
196.7 ft. - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - AT JOINTS
235.6 ft. - General Observation - 30% MAG COAT
273.4 ft. - Surface Aggregate Projecting, from 12 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG
285 ft. - Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: NO - SIDE OF PIPE PEELING CONCRETE
295.4 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
Observations (36)
| Distance | Code | Observation |
|---|---|---|
| 314.7 | DAE | — |
| 78 | SAV | SEVERRE AGG |
| 24 | MGO | MAG COAT 50% |
| 338.5 | DAE | — |
| 126 | TF | Open |
| 353.4 | SAP | SEVERE AGG |
| 52.9 | ID | — |
| 0 | MWM | — |
| 353.4 | IW | AT JOINTS |
| 0 | MGO | MAG COAT 85% START |
| 2 | SAV | SEVERE AGG |
| 235.6 | MGO | 30% MAG COAT |
| 117.6 | SAP | SEVERE AGG |
| 196.7 | MGO | 80% MAG COAT |
| 84.8 | DAE | — |
| 0 | AMH | 2:50AM |
| 0 | MWL | — |
| 179.2 | DAE | — |
| 60.5 | ID | — |
| 265.4 | MGO | 90% MAG COAT |
| 295.4 | SAV | SEVERE |
| 353.4 | MGO | Conn. @ Mh, 9 O' Clock. Active |
| 2 | SSS | BLISTERING PEELING CONCRETE |
| 120.5 | SSS | PEELING CONCRETE |
| 52.9 | DAE | — |
| 353.4 | SAM | SEVERE AGG |
| 24 | SSS | PEELING CONCRETE |
| 273.4 | SAP | SEVERE AGG |
| 353.4 | SSS | BLISTERING PEELING CONCRETE |
| 196.7 | IW | AT JOINTS |
| 43.5 | SAP | SEVERE AGG |
| 295.4 | SAM | SEVERE AGG |
| 285 | SSS | SIDE OF PIPE PEELING CONCRETE |
| 353.9 | AMH | 3:30AM |
| 84.8 | ID | — |
| 187 | DAE | — |
Properties (6)
- custom_field_three
- MISSING SEVERE AGG
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2019-03-08T01:19:24-08:00
- documentation
- MARTIN,REVELES,OLIVER 111,CASTILLO
- is_lateral_inspection
- false