- Date
- 05/25/2016
- W/O
- 0563401
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00406
- PipeID
- P04979
- Time
- 12:37 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- G6711
- Sewer Name
- 03 WATER STREET TRUNK
- City
- LONG BEACH
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 03
- Page No.
- 22
- Purpose
- Capital Improvement Program Assesment
- Project
- 20160521MDM_WATER_STREET_TRUNK
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 36 in.
- Upstream MH
- 03 0431
- Downstream MH
- 03 0430
- Dir. of Survey
- Downstream
- Length Surveyed
- 357.7 ft.
- Total Length
- 357.7 ft.
- Structural Index
- 3
- Structural Quick
- 533Q
- Structural Rating
- 431
- O&M Index
- 2
- O&M Quick
- 322A
- O&M Rating
- 30
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 461
Observation photos (19)
2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE
2 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
29.8 ft. - General Observation - MAG COAT 50% START
52.4 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 11 to 02 o'clock, , within 8 inches of joint: YES
86.1 ft. - General Observation - MAG COAT 90% START
109.8 ft. - Deposits Settled Other, 5 %of cross sectional area, from 04 to 05 o'clock, , within 8 inches of joint: NO - PEELING CONCRETE
129.1 ft. - General Observation - MAG COAT 70% START
148 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG
151.8 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG
173.4 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRET
213.8 ft. - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES - PEELING CONCRETE
239.2 ft. - Surface Aggregate Projecting, from 02 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG
257.4 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM
259.2 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM
261.2 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM
272.7 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING COPNCRETE
275.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES
277.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO
287.8 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG
Observations (41)
| Distance | Code | Observation |
|---|---|---|
| 275.8 | SSS | — |
| 259.2 | SRV | CIRCUM |
| 2 | SSS | PEELING BLISTERING CONCRETE |
| 239.2 | SAP | SEVERE AGG |
| 148 | SAV | SEVERE AGG |
| 277.8 | SSS | — |
| 0 | MWM | — |
| 308.8 | IW | — |
| 287.8 | SAP | SEVERE AGG |
| 151.8 | SAV | SEVERE AGG |
| 86.1 | IW | — |
| 317.5 | DAE | — |
| 29.8 | DAE | — |
| 0 | MWL | — |
| 29.8 | MGO | MAG COAT 50% START |
| 213.8 | SSS | PEELING CONCRETE |
| 308.8 | DAE | — |
| 52.4 | ID | — |
| 198 | IW | — |
| 341.5 | IW | — |
| 357 | SAP | SEVERE AGG |
| 173.4 | SSS | PEELING CONCRET |
| 190 | IW | — |
| 272.7 | SSS | PEELING COPNCRETE |
| 14.5 | IW | — |
| 70 | IW | — |
| 129.1 | MGO | MAG COAT 70% START |
| 257.4 | SRV | CIRCUM |
| 52.4 | DAE | — |
| 351.1 | TF | OPEN |
| 261.2 | SRV | CIRCUM |
| 0 | AMH | 2:50AM |
| 357 | SAV | SEVERE AGG |
| 86.1 | MGO | MAG COAT 90% START |
| 357.7 | AMH | 3:30AM |
| 2 | SAV | SEVERE AGG |
| 357 | SSS | PEELING CONCRETE |
| 357 | MGO | MAG COAT 70% FINISH |
| 109.8 | DSZ | PEELING CONCRETE |
| 357 | MGO | MH CONN 9:00 OPEN |
| 317.5 | ID | — |
Properties (4)
- custom_field_three
- CIRCUM REBAR VISIBLE
- custom_field_two
- 2
- customer
- LACSD
- datetime
- 2016-05-25T00:37:10-07:00