- Date
- 07/10/2018
- W/O
- #
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00046
- PipeID
- P10323
- Time
- 5:00 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0928
- Sewer Name
- F JOINT OUTFALL F - UNIT 7D
- City
- NORWALK
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 18
- Page No.
- 37
- Purpose
- Capital Improvement Program Assesment
- Project
- 20180710MDM_JOINT_OUTFALL_F_UNIT_7D
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 33 in.
- Upstream MH
- F 0192
- Downstream MH
- F 0191
- Dir. of Survey
- Downstream
- Length Surveyed
- 335.4 ft.
- Total Length
- 335.4 ft.
- Structural Index
- 3
- Structural Quick
- 3321
- Structural Rating
- 11
- O&M Index
- 0
- O&M Quick
- 0000
- O&M Rating
- 0
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 11
Pipe schematic from manhole F 0192 to F 0191 Observation photos (4)

0 ft. - General Observation - MAG COAT 98% START 8:00 TO 4:00

2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

204.8 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

265.5 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG