18 0495_18 0494 _01122017_003833.mpg
- Date
- 01/12/2017
- W/O
- 613581
- Weather
- Dry
- Operator/Surveyor
- R.VARGAS
- Sewer ID
- Z00691
- PipeID
- P14349
- Time
- 11:59 PM
- Certificate
- U-209-211
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K4075
- Sewer Name
- 18 NORTH PLANT OUTFALL TRUNK
- City
- WHITTIER
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 18
- Page No.
- 14
- Purpose
- Routine Assessment
- Project
- WO_613581_TV18099_JAN2017
- Sewer Type
- Gravity
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 16 in.
- Width
- 16 in.
- Upstream MH
- 18 0495
- Downstream MH
- 18 0494
- Dir. of Survey
- Downstream
- Length Surveyed
- 619.5 ft.
- Total Length
- 619.6 ft.
- Structural Index
- 3
- Structural Quick
- 5146
- Structural Rating
- 66
- O&M Index
- 1
- O&M Quick
- 2316
- O&M Rating
- 12
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 78
Observation photos (21)
2.2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start
19.1 ft. - Broken, from 08 to 04 o'clock, within 8 inches of joint: YES
68.6 ft. - Fracture Multiple, from 11 to 01 o'clock, within 8 inches of joint: YES
91.2 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES
92.6 ft. - Crack Longitudinal, at 11 o'clock, within 8 inches of joint: YES, Start
115.7 ft. - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES
126 ft. - Crack Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES
145.4 ft. - Crack Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES, Start
150.4 ft. - Material Change, Reinforced concrete pipe
155.8 ft. - Crack Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES, Start
173.7 ft. - Roots Fine Joint, at 09 o'clock, within 8 inches of joint: YES
226.9 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start
236.4 ft. - Roots Fine Joint, from 09 to 10 o'clock, within 8 inches of joint: YES
274.9 ft. - Tap Break-In Intruding, at 09 o'clock, -, -, within 8 inches of joint: YES, 6", 1"
278 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start
283.2 ft. - Roots Fine Joint, from 08 to 01 o'clock, within 8 inches of joint: YES
367.2 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start
450.5 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish
466.4 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES
498.9 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start
593.7 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
Observations (40)
| Distance | Code | Observation |
|---|---|---|
| 283.2 | RFJ | — |
| 0 | MGO | CONNECTION AT MH 3 O'CLOCK ACTIVE |
| 115.7 | RFJ | — |
| 222.3 | CM | — |
| 440.7 | TBA | — |
| 593.7 | FL | — |
| 314.6 | CL | — |
| 619.6 | VC | — |
| 117.6 | CL | — |
| 593.7 | FM | — |
| 91.2 | FM | — |
| 126 | CC | — |
| 616.6 | AMH | 18 0494 |
| 0 | VC | — |
| 155.8 | CM | — |
| 236.4 | RFJ | — |
| 616.7 | DAGS | — |
| 150.4 | MMC | — |
| 614.3 | FM | — |
| 429.6 | TBA | — |
| 19.1 | B | — |
| 0 | AMH | 18 0495 |
| 266.9 | CL | — |
| 155.8 | MMC | — |
| 466.4 | CL | — |
| 450.5 | CL | — |
| 145.4 | CM | — |
| 226.9 | CL | — |
| 173.7 | RFJ | — |
| 92.6 | CL | — |
| 498.9 | FL | — |
| 274.9 | TBI | — |
| 278 | CL | — |
| 367.2 | CL | — |
| 0 | MGO | CONNECTION AT MH 9 O'CLOCK ACTIVE |
| 68.6 | FM | — |
| 2.2 | DAGS | — |
| 0 | MWL | — |
| 150.4 | CM | — |
| 0 | MWM | — |
Properties (6)
- additional_info
- SC318616
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2017-01-12T23:59:48-08:00
- documentation
- PRO PIPE
- is_lateral_inspection
- false