- Date
- 04/05/2018
- W/O
- 0697985
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00973
- PipeID
- P21043
- Time
- 1:15 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0804
- 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
- Capital Improvement Program Assesment
- Project
- 20180405MDM_JOINT_OUTFALL_UNIT_9
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 42 in.
- Upstream MH
- A 1113
- Downstream MH
- A 1112
- Dir. of Survey
- Downstream
- Length Surveyed
- 161.7 ft.
- Total Length
- 161.7 ft.
- Structural Index
- 2
- Structural Quick
- 3122
- Structural Rating
- 7
- O&M Index
- 3
- O&M Quick
- 3100
- O&M Rating
- 3
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 10
Pipe schematic from manhole A 1113 to A 1112 Observation photos (4)

2 ft. - Deposits Attached Grease, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

8 ft. - General Observation - 42" VCP

116.9 ft. - General Observation - 42 ' VCP

151.8 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - HAIRLINE