C 0320_C 0319_9272016_125038.mp4
- Date
- 09/27/2016
- W/O
- 0591690
- Weather
- Very Dry
- Operator/Surveyor
- MIRANDA
- Sewer ID
- Z00136
- PipeID
- P09783
- Time
- 12:37 PM
- Certificate
- U-1014-06022542
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- G7245
- Sewer Name
- C JOINT OUTFALL C - UNIT 6G
- City
- ARTESIA
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 40
- Purpose
- Capital Improvement Program Assesment
- Project
- 20160927AM_JOINT_OUTFALL_C_UNIT_6G
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 15 in.
- Upstream MH
- C 0320
- Downstream MH
- C 0319
- Dir. of Survey
- Downstream
- Length Surveyed
- 269.4 ft.
- Total Length
- 269.4 ft.
- Structural Index
- 4
- Structural Quick
- 5A41
- Structural Rating
- 69
- O&M Index
- 2
- O&M Quick
- 2100
- O&M Rating
- 2
- Overall Index
- 4
- Overall Quick
- —
- Overall Rating
- 71
Observation photos (31)
0 ft. - Water Level, 20 %of cross sectional area
2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start
59 ft. - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO
98.7 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES
123.7 ft. - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO
132.6 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO
153.6 ft. - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO, Start
155.6 ft. - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: YES, Start
157.5 ft. - General Photograph - REBAR
160 ft. - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO, Finish
161.6 ft. - Repair Patch, at 12 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
171 ft. - Repair Patch, at 12 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
171 ft. - General Photograph - POSSIBLE VCP PATCH REPAIR
179 ft. - Repair Patch, at 01 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
180.1 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO
186.5 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO
187.4 ft. - Repair Patch, at 12 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
196 ft. - Repair Patch, at 01 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
206.9 ft. - Repair Patch, at 12 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
213 ft. - Repair Patch, at 01 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
221.2 ft. - Repair Patch, at 01 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
230.4 ft. - General Photograph - VCP PATCH
232.5 ft. - Repair Patch, at 01 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
233.7 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO
235.2 ft. - Surface Aggregate Visible, at 01 o'clock, within 8 inches of joint: YES
238.4 ft. - Repair Patch, at 11 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH
241.1 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start
246.6 ft. - Repair Patch Defective, at 01 o'clock, within 8 inches of joint: NO - LOOKS LIKE A POSSIBLE VCP PATCH, CRACKED
252 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start
257.9 ft. - General Photograph - REBAR
267.5 ft. - Surface Reinforcement Visible, from 08 to 11 o'clock, within 8 inches of joint: NO
Observations (49)
| Distance | Code | Observation |
|---|---|---|
| 186.5 | SRV | — |
| 59 | SRV | — |
| 159.9 | SRV | — |
| 235.2 | SAV | — |
| 160 | SRV | — |
| 0 | MWL | — |
| 238.4 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 2 | SSS | — |
| 268.5 | MGO | SLIGHT TO MODERATE GREASE THROUGHOUT THE REACH |
| 265.5 | DAGS | — |
| 252 | MGO | CORROSION BEYOND REBAR, START |
| 171 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 268.6 | MGO | GREASE INSIDE THE MH. |
| 2 | SAV | — |
| 241.1 | MWL | — |
| 257.9 | MGP | REBAR |
| 157.5 | MGP | REBAR |
| 98.7 | SRV | — |
| 0 | MGO | ROACHES INSIDE THE MH. |
| 246.6 | RPPD | LOOKS LIKE A POSSIBLE VCP PATCH, CRACKED |
| 187.4 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 241.1 | DAGS | — |
| 179 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 261 | SRV | — |
| 213 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 155.6 | SRV | — |
| 161.6 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 230.4 | MGP | VCP PATCH |
| 221.2 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 261 | MGO | CORROSION BEYOND REBAR, FINISH |
| 171 | MGP | POSSIBLE VCP PATCH REPAIR |
| 268.5 | MGO | SAGS THROUGHOUT THE REACH |
| 180.1 | SRV | — |
| 252 | SRV | — |
| 269.4 | AMH | 1:40 PM |
| 268.6 | MGO | ACTIVE CONN. INSIDE THE MH. @ 12 O'CLOCK |
| 267.5 | SRV | — |
| 132.6 | SRV | — |
| 268.6 | MGO | ROACHES INSIDE THE MH. |
| 232.5 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 196 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 0 | MWM | — |
| 153.6 | SRV | — |
| 268.4 | SAV | — |
| 206.9 | RPP | LOOKS LIKE A POSSIBLE VCP PATCH |
| 123.7 | SRV | — |
| 233.7 | SRV | — |
| 268.4 | SSS | — |
| 0 | AMH | 12:49 PM |
Properties (5)
- additional_info
- RFIR INSPECTION, ALL THE VCP PATCH REPAIRS WERE POSSIBLE CAPPED CONNECTIONS
- custom_field_three
- REBAR
- custom_field_two
- 1
- customer
- LACSD
- datetime
- 2016-09-27T12:37:32-07:00