- Date
- 09/09/2021
- W/O
- 911344
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z00973
- PipeID
- P21043
- Time
- 2:39 AM
- Certificate
- U-0720-70309212
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K9354
- Sewer Name
- A JOINT OUTFALL A - UNIT 9
- City
- PARAMOUNT
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 35
- Purpose
- Routine Assessment
- Project
- RFIR_WO_911344_TV02397_SEP2021
- Sewer Type
- Gravity
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 42 in.
- Width
- 42 in.
- Upstream MH
- A 1113
- Downstream MH
- A 1112
- Dir. of Survey
- Downstream
- Length Surveyed
- 160.9 ft.
- Total Length
- 160.9 ft.
- Structural Index
- 2
- Structural Quick
- 2200
- Structural Rating
- 4
- O&M Index
- 2
- O&M Quick
- 412E
- O&M Rating
- 66
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 70
Pipe schematic from manhole A 1113 to A 1112 Observation photos (3)

2 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

148.3 ft. - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES

152.3 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES