- Date
- 10/06/2020
- W/O
- 849615
- Weather
- Dry
- Operator/Surveyor
- B.FUGATE
- Sewer ID
- Z00973
- PipeID
- P02852
- Time
- 2:01 AM
- Certificate
- U-508-7069
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K8113
- Sewer Name
- JOINT OUTFALL A - UNIT 9
- City
- BELL GARDENS
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 20
- Purpose
- Routine Assessment
- Project
- RFIR_WO_849615_TV02207_SEP2020
- Sewer Type
- Gravity
- Material
- RCP-CTL
- Shape
- Circular
- Height
- 39 in.
- Width
- 15 in.
- Upstream MH
- A 1204
- Downstream MH
- A 1203
- Dir. of Survey
- Downstream
- Length Surveyed
- 358 ft.
- Total Length
- 358 ft.
- Structural Index
- 4
- Structural Quick
- 5131
- Structural Rating
- 8
- O&M Index
- 3
- O&M Quick
- 3100
- O&M Rating
- 3
- Overall Index
- 4
- Overall Quick
- —
- Overall Rating
- 11
Pipe schematic from manhole A 1204 to A 1203 Observation photos (3)

2.1 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

2.1 ft. - Deposits Settled Other, 15 %of cross sectional area, at 07 o'clock, , within 8 inches of joint: NO, Start - DEBRIS/SLUDGE

2.1 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start