30 0270_30 0269_282016_124412.mp4
- Date
- 02/08/2016
- W/O
- 0541792
- Weather
- Dry
- Operator/Surveyor
- MIRANDA
- Sewer ID
- Z00876
- PipeID
- P17966
- Time
- 9:40 AM
- Certificate
- U-1014-06022542
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- G7046
- Sewer Name
- 30 PLAZA TRUNK
- City
- VIA CORTA & PALOS VERDES DR.
- Loc. details
- Sidewalk
- Location Code
- F
- Use of Sewer
- Sanitary Sewer
- District
- District 30
- Page No.
- 09
- Purpose
- Routine Assessment
- Project
- 20160208AM_PLAZA_TRUNK
- Material
- NRCP
- Shape
- Circular
- Height
- 10 in.
- Upstream MH
- 30 0270
- Downstream MH
- 30 0269
- Dir. of Survey
- Downstream
- Length Surveyed
- 107 ft.
- Total Length
- 107 ft.
- Structural Index
- 3
- Structural Quick
- 4134
- Structural Rating
- 23
- O&M Index
- 3
- O&M Quick
- 3121
- O&M Rating
- 5
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 28
Observation photos (15)
0 ft. - Water Mark, 15 %of cross sectional area
2 ft. - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: NO, Start
2 ft. - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Start
27.9 ft. - General Photograph - PEELING/FLAKING
38.9 ft. - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: NO, Start
40 ft. - Fracture Longitudinal, at 01 o'clock, within 8 inches of joint: YES
51.6 ft. - General Photograph - PEELING/FLAKING
68.2 ft. - Fracture Multiple, from 11 to 01 o'clock, within 8 inches of joint: YES
78.5 ft. - Repair Patch, at 02 o'clock, within 8 inches of joint: NO - POSSIBLE AGGREGATE
101.5 ft. - Water Level, Sag in pipe, 25 %of cross sectional area, Start
103.9 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start
103.9 ft. - Crack Multiple, from 11 to 01 o'clock, within 8 inches of joint: YES
107 ft. - Deposits Settled Fine, 20 %-25 % of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES
107 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Finish
107 ft. - Downstream Manhole, Survey Ends - 1:13 PM, ABLE TO ZOOM IN TO MH. 269
Observations (25)
| Distance | Code | Observation |
|---|---|---|
| 0 | MWM | — |
| 2 | SAV | — |
| 101.5 | MWLS | — |
| 107 | DSF | — |
| 2 | SSS | — |
| 43.3 | CL | — |
| 27.9 | MGP | PEELING/FLAKING |
| 103.9 | DAGS | — |
| 103.9 | CM | — |
| 0 | AMH | 12:40 PM |
| 95.3 | CM | — |
| 107 | SAV | — |
| 0 | MWL | — |
| 40 | FL | — |
| 107 | DAGS | — |
| 98.3 | CC | POSSIBLE |
| 107 | MWLS | — |
| 107 | SSS | — |
| 72.3 | TFC | — |
| 107 | AMH | 1:13 PM, ABLE TO ZOOM IN TO MH. 269 |
| 68.2 | FM | — |
| 78.5 | RPP | POSSIBLE AGGREGATE |
| 51.6 | MGP | PEELING/FLAKING |
| 0 | MGO | CAPPED CONN. INSIDE THE MH. @ 08 O'CLOCK |
| 38.9 | CL | — |
Properties (6)
- custom_field_three
- EXP. AGG, SPALLING, MULTIPLE CRACKS
- custom_field_two
- 3
- customer
- LACSD
- datetime
- 2016-02-08T09:40:56-08:00
- documentation
- MIRANDA, SHADLER, MIRABAL
- is_lateral_inspection
- false