- Date
- 07/16/2016
- W/O
- 0580376
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00175
- PipeID
- P10780
- Time
- 2:48 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0190
- Sewer Name
- H JOINT OUTFALL H - UNIT 4
- City
- WHITTIER
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 19A
- Purpose
- Capital Improvement Program Assesment
- Project
- 20160716MDM_JOINT_OUTFALL_H_UNIT_4
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 57 in.
- Upstream MH
- H 0330
- Downstream MH
- H 0329
- Dir. of Survey
- Downstream
- Length Surveyed
- 582.2 ft.
- Total Length
- 582.2 ft.
- Structural Index
- 3
- Structural Quick
- 3100
- Structural Rating
- 3
- O&M Index
- 2
- O&M Quick
- 2100
- O&M Rating
- 2
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 5
Pipe schematic from manhole H 0330 to H 0329 Observation photos (5)

2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

2 ft. - General Observation - MAG COAT 100% 9:00 TO 3:00

256.9 ft. - General Photograph - MAG COAT

256.9 ft. - General Photograph - MAG COAT 100%

302.1 ft. - Surface Aggregate Projecting, from 01 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG UNDER MAG COAT