- Date
- 03/12/2019
- W/O
- 0759064
- Weather
- Dry
- Operator/Surveyor
- SANTIAGO OBREGON
- Sewer ID
- Z00347
- PipeID
- P10438
- Time
- 8:59 AM
- Certificate
- U-1014-06022541
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- I0123
- Sewer Name
- G JOINT OUTFALL G - UNIT 7
- City
- LONG BEACH
- Loc. details
- Other
- Location Code
- Z
- Use of Sewer
- Sanitary Sewer
- District
- District 08
- Page No.
- 06
- Purpose
- Routine Assessment
- Project
- 20190312SHO_JOINT_OUTFALL_G_UNIT_7
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 48 in.
- Upstream MH
- G 0076
- Downstream MH
- G 0075
- Dir. of Survey
- Downstream
- Length Surveyed
- 757 ft.
- Total Length
- 757 ft.
- Structural Index
- 3
- Structural Quick
- 3V2A
- Structural Rating
- 364
- O&M Index
- 0
- O&M Quick
- 0000
- O&M Rating
- 0
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 364
Pipe schematic from manhole G 0076 to G 0075 Observation photos (5)

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

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

139.8 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

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

258.2 ft. - Surface Aggregate Visible, from 10 to 03 o'clock, within 8 inches of joint: YES, Start - SPORADICALLY THROUGHOUT