08 0558_08 0557_2202018_020111.mp4
- Date
- 02/20/2018
- W/O
- 0689517
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00015
- PipeID
- P00143
- Time
- 1:43 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0745
- Sewer Name
- 08 MAIN STREET RELIEF TRUNK
- City
- CARSON
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 08
- Page No.
- 07
- Purpose
- Capital Improvement Program Assesment
- Project
- 20180220MDM_MAIN_STREET_RELIEF_TRUNK
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 30 in.
- Upstream MH
- 08 0558
- Downstream MH
- 08 0557
- Dir. of Survey
- Downstream
- Length Surveyed
- 554.4 ft.
- Total Length
- 554.4 ft.
- Structural Index
- 3
- Structural Quick
- 5224
- Structural Rating
- 18
- O&M Index
- 2
- O&M Quick
- 3429
- O&M Rating
- 30
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 48
Observation photos (17)
2 ft. - General Observation - MAG COAT 98% START 9:00 TO 3:00
2 ft. - General Photograph - MAG COAT
9.5 ft. - Surface Spalling, from 01 to 02 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE
37.9 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - POSSIBLE CIRCUM REBAR UNDER MAG COAT
93.1 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO
109 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES
116.5 ft. - Surface Spalling, from 01 to 03 o'clock, within 8 inches of joint: NO - BLISTERING PEELUING CONCRETE
165.8 ft. - Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR UNDER MAG BCOAT
196.5 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES
196.5 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES
217 ft. - Surface Spalling, from 11 to 01 o'clock, within 8 inches of joint: NO - PEELING COMCRETE
235.9 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 03 o'clock, , within 8 inches of joint: YES
260.1 ft. - Deposits Attached Encrustation, 20 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES
260.1 ft. - Deposits Attached Encrustation, 20 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES
298.5 ft. - Surface Spalling, from 11 to 01 o'clock, within 8 inches of joint: NO - PEELING CONCRETE
405.7 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES
509.4 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES
Observations (28)
| Distance | Code | Observation |
|---|---|---|
| 196.5 | DAE | — |
| 0 | AMH | 1:55AM |
| 405.7 | DAE | — |
| 9.5 | SSS | BLISTERING CONCRETE |
| 2 | MGO | MAG COAT 98% START 9:00 TO 3:00 |
| 217 | SSS | PEELING COMCRETE |
| 109 | DAE | — |
| 196.5 | DAE | — |
| 477.3 | DAE | — |
| 2 | MGP | MAG COAT |
| 0 | MWL | — |
| 205.3 | DAE | — |
| 0 | MWM | — |
| 298.5 | SSS | PEELING CONCRETE |
| 165.8 | SRV | POSSIBLE REBAR UNDER MAG BCOAT |
| 509.4 | DAE | — |
| 554.4 | AMH | 3:00AM |
| 554 | MGO | Conn. @ Mh, 9 O' Clock. Active |
| 260.1 | DAE | — |
| 501.4 | DAE | — |
| 554 | MGO | MAG COAT 98% FINISH |
| 116.5 | SSS | BLISTERING PEELUING CONCRETE |
| 93.1 | DAE | — |
| 235.9 | DAE | — |
| 421.3 | DAE | — |
| 266.4 | TF | Active |
| 260.1 | DAE | — |
| 37.9 | SRV | POSSIBLE CIRCUM REBAR UNDER MAG COAT |
Properties (5)
- custom_field_three
- 98% MAG COAT
- custom_field_two
- 4
- customer
- LACSD
- datetime
- 2018-02-20T01:43:33-08:00
- year_laid
- 19740709