- Date
- 03/27/2018
- W/O
- 695758
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z01183
- PipeID
- P17313
- Time
- 12:28 AM
- Certificate
- U-111-11880
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K5499
- Sewer Name
- H JOINT OUTFALL H - UNIT 8L
- City
- AZUSA
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 22
- Page No.
- 12
- Purpose
- Routine Assessment
- Project
- WO_695758_TV22084_APR2018
- Sewer Type
- Gravity
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 18 in.
- Width
- 18 in.
- Upstream MH
- H 1296
- Downstream MH
- H 1297
- Dir. of Survey
- Upstream
- Length Surveyed
- 112.2 ft.
- Total Length
- 112.2 ft.
- Structural Index
- 3
- Structural Quick
- 3D2C
- Structural Rating
- 111
- O&M Index
- 5
- O&M Quick
- 5100
- O&M Rating
- 5
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 116
Pipe schematic from manhole H 1296 to H 1297 Observation photos (5)

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

4.8 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

23.2 ft. - Fracture Longitudinal, at 11 o'clock, within 8 inches of joint: YES

112.2 ft. - Upstream Manhole, Survey Ends - H 1297, STOP LOG

112.2 ft. - Deposits Attached Ragging, 35 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES