- Date
- 08/15/2019
- W/O
- 0784628
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00032
- PipeID
- P11339
- Time
- 3:07 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- I0217
- Sewer Name
- E JOINT OUTFALL E - UNIT 5
- City
- WILLOWBROOK
- Loc. details
- Main Highway - Urban
- Location Code
- A
- Use of Sewer
- Sanitary Sewer
- District
- District 01
- Page No.
- 13
- Purpose
- Routine Assessment
- Project
- 20190813MDM_JOINT_OUTFALL_E_UNIT_5
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 36 in.
- Upstream MH
- E 0113
- Downstream MH
- E 0112
- Dir. of Survey
- Downstream
- Length Surveyed
- 570.8 ft.
- Total Length
- 570.8 ft.
- Structural Index
- 2
- Structural Quick
- 522V
- Structural Rating
- 242
- O&M Index
- 0
- O&M Quick
- 0000
- O&M Rating
- 0
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 242
Pipe schematic from manhole E 0113 to E 0112 Observation photos (6)

2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

2 ft. - General Observation - 99% MAG COAT START

35.7 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE UNDER MAG COAT

76.2 ft. - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES - BLISTERING CONCRETE

158.7 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR UNDER MAG COAT

448.2 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: YES - POSSIBLE CIRCUM REBAR UNDER MAG COAT