- Date
- 01/02/2018
- W/O
- 679277
- Weather
- Dry
- Operator/Surveyor
- B.FUGATE
- Sewer ID
- Z01183
- PipeID
- P17303
- Time
- 1:53 AM
- Certificate
- U-508-7069
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K5300
- 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.
- 11
- Purpose
- Routine Assessment
- Project
- WO_679277_TV22154_JAN2018
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 18 in.
- Width
- 18 in.
- Upstream MH
- H 1287
- Downstream MH
- H 1286
- Dir. of Survey
- Downstream
- Length Surveyed
- 312.1 ft.
- Total Length
- 312.2 ft.
- Structural Index
- 3
- Structural Quick
- 5J3K
- Structural Rating
- 575
- O&M Index
- 0
- O&M Quick
- 0000
- O&M Rating
- 0
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 575
Pipe schematic from manhole H 1287 to H 1286 Observation photos (5)

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

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

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

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

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