02 1618_02 1617_9132016_105853.mp4
- Date
- 09/13/2016
- W/O
- 0591725
- Weather
- Dry
- Operator/Surveyor
- MIRANDA
- Sewer ID
- Z00233
- PipeID
- P04056
- Time
- 10:56 AM
- Certificate
- U-1014-06022542
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- G7231
- Sewer Name
- 02 ARIZONA AVENUE RELIEF TRUNK
- City
- COMMERCE
- Loc. details
- Parking Lot
- Location Code
- G
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 12
- Purpose
- Capital Improvement Program Assesment
- Project
- 20160913AM_ARIZONA_AVENUE_RELIEF_TRUNK
- Material
- NRCP
- Shape
- Circular
- Height
- 15 in.
- Upstream MH
- 02 1618
- Downstream MH
- 02 1617
- Dir. of Survey
- Downstream
- Length Surveyed
- 331 ft.
- Total Length
- 331 ft.
- Structural Index
- 2
- Structural Quick
- 3627
- Structural Rating
- 33
- O&M Index
- 2
- O&M Quick
- 2200
- O&M Rating
- 4
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 37
Observation photos (17)
0 ft. - Water Level, 0 %of cross sectional area - STAGNANT WATER/DRY LINE
2.1 ft. - General Observation - 95% MAG COAT AROUND THE WHOLE PIPE, START
2.1 ft. - Deposits Attached Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS/MAG COAT
81.8 ft. - Fracture Circumferential, from 10 to 11 o'clock, within 8 inches of joint: YES
130.8 ft. - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES
196.9 ft. - Water Level, 5 %of cross sectional area - STAGNANT WATER
202.5 ft. - General Observation - 80% MAG COAT FROM 07 TO 05 O'CLOCK, CHANGE
202.5 ft. - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Change
207.2 ft. - Joint Separated Medium
220.7 ft. - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: YES, 6"
222.7 ft. - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES
222.7 ft. - General Observation - 70% MAG COAT FROM 07 TO 05 O'CLOCK, CHANGE
231.3 ft. - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Start
240.8 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES
244.5 ft. - General Observation - 80% MAG COAT FROM 07 TO 05 O'CLOCK, CHANGE
292.5 ft. - Joint Separated Large
317.9 ft. - Deposits Attached Ragging, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO
Observations (33)
| Distance | Code | Observation |
|---|---|---|
| 328.8 | MGO | 75% MAG COAT FROM 07 TO 05 O'CLOCK, FINISH |
| 228.3 | CL | — |
| 196.9 | MWL | STAGNANT WATER |
| 81.8 | FC | — |
| 202.5 | MGO | 80% MAG COAT FROM 07 TO 05 O'CLOCK, CHANGE |
| 329.8 | MGO | ROACHES INSIDE THE MH. |
| 146.2 | CM | — |
| 331 | AMH | 11:30 AM |
| 0 | MWL | STAGNANT WATER/DRY LINE |
| 0 | MGO | ROACHES INSIDE THE MH. |
| 130.8 | CL | — |
| 244.5 | MGO | 80% MAG COAT FROM 07 TO 05 O'CLOCK, CHANGE |
| 202.5 | SAV | — |
| 240.8 | FL | — |
| 202.5 | SSS | — |
| 220.7 | TBA | — |
| 328.8 | DAZ | DEBRIS/MAG COAT |
| 2.1 | MGO | 95% MAG COAT AROUND THE WHOLE PIPE, START |
| 207.2 | JSM | — |
| 317.9 | DAR | — |
| 0 | AMH | 10:57 AM |
| 292.5 | JSL | — |
| 222.7 | FL | — |
| 2 | SAV | PENETRATING THROUGH THE MAG COAT |
| 2 | SSS | — |
| 222.7 | MGO | 70% MAG COAT FROM 07 TO 05 O'CLOCK, CHANGE |
| 328.8 | SSS | — |
| 231.3 | CL | — |
| 222.7 | MWL | — |
| 2.1 | DAZ | DEBRIS/MAG COAT |
| 328.8 | SAV | — |
| 277.6 | CM | — |
| 234.7 | CL | — |
Properties (4)
- additional_info
- RFIR INSPECTION
- custom_field_two
- 3
- customer
- LACSD
- datetime
- 2016-09-13T10:56:02-07:00