- Date
- 07/26/2022
- W/O
- 962301
- Weather
- Dry
- Operator/Surveyor
- M.MARTINEZ
- Sewer ID
- Z00176
- PipeID
- P10803
- Time
- 10:06 PM
- Certificate
- U-115-06022794
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K9993
- Sewer Name
- H JOINT OUTFALL H - UNIT 4 RELIEF
- City
- PICO RIVERA
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 19A
- Purpose
- Routine Assessment
- Project
- RFIR_WO_962301_TV02375_JUL2022
- Sewer Type
- Gravity
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 63 in.
- Width
- 63 in.
- Upstream MH
- H 0353A
- Downstream MH
- H 0353
- Dir. of Survey
- Downstream
- Length Surveyed
- 438.4 ft.
- Total Length
- 438.4 ft.
- Structural Index
- 3
- Structural Quick
- 3P2E
- Structural Rating
- 315
- O&M Index
- 4
- O&M Quick
- 4100
- O&M Rating
- 4
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 319
Pipe schematic from manhole H 0353A to H 0353 Observation photos (5)

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

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

116.3 ft. - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 8"

150.2 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6"

226.5 ft. - General Observation - MAG COATING