- Date
- 06/01/2021
- W/O
- 891160
- Weather
- Dry
- Operator/Surveyor
- M.MARTINEZ
- Sewer ID
- Z00706
- PipeID
- P14608
- Time
- 6:55 AM
- Certificate
- U-115-06022794
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K8973
- Sewer Name
- 18 SO WHITTIER OUTFALL TR, SECTS 1,2,3,&4
- City
- WHITTIER
- Loc. details
- Easement/Right of Way
- Location Code
- D
- Use of Sewer
- Sanitary Sewer
- District
- District 18
- Page No.
- 26
- Purpose
- Routine Assessment
- Project
- RFIR_WO_891160_TV18103_MAY2021
- Sewer Type
- Gravity
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 30 in.
- Width
- 30 in.
- Upstream MH
- 18 1109
- Downstream MH
- 18 0904
- Dir. of Survey
- Downstream
- Length Surveyed
- 261.8 ft.
- Total Length
- 261.8 ft.
- Structural Index
- 3
- Structural Quick
- 5G3I
- Structural Rating
- 470
- O&M Index
- 2
- O&M Quick
- 2I00
- O&M Rating
- 102
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 572
Pipe schematic from manhole 18 1109 to 18 0904 Observation photos (5)

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

2 ft. - General Observation - 40% MAG COAT

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

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

137.3 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8" - OPEN