- Date
- 04/06/2022
- W/O
- 947024
- Weather
- Dry
- Operator/Surveyor
- J. BUENROSTRO
- Sewer ID
- Z00296
- PipeID
- P03408
- Time
- 10:36 PM
- Certificate
- U-715-07000770
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K10035
- Sewer Name
- 02 OLD RIVER SCHOOL ROAD RELIEF TRUNK, SECTION 1
- City
- DOWNEY
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 26
- Purpose
- Routine Assessment
- Project
- WO_947024_TV02088_APR2022
- Sewer Type
- Gravity
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 27 in.
- Width
- 18 in.
- Upstream MH
- 02 0842
- Downstream MH
- 02 0841
- Dir. of Survey
- Downstream
- Length Surveyed
- 299.1 ft.
- Total Length
- 299.1 ft.
- Structural Index
- 2
- Structural Quick
- 3I2L
- Structural Rating
- 278
- O&M Index
- 2
- O&M Quick
- 2K00
- O&M Rating
- 116
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 394
Pipe schematic from manhole 02 0842 to 02 0841 Observation photos (6)

6.6 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

20.1 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES

54.7 ft. - Surface Aggregate Projecting, from 12 to 04 o'clock, within 8 inches of joint: NO

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

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

258.5 ft. - Surface Aggregate Projecting, at 10 o'clock, within 8 inches of joint: NO