- Date
- 05/31/2018
- W/O
- 0706820
- Weather
- Dry
- Operator/Surveyor
- MARTIN
- Sewer ID
- Z00124
- PipeID
- P09612
- Time
- 1:23 AM
- Certificate
- U-1014-06022543
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- H0875
- Sewer Name
- C JOINT OUTFALL C - UNIT 3E
- City
- LONG BEACH
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 03
- Page No.
- 14
- Purpose
- Capital Improvement Program Assesment
- Project
- 20180531MDM_JOINT_OUTFALL_C_UNIT_3E
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 24 in.
- Upstream MH
- C 0217
- Downstream MH
- C 0216A
- Dir. of Survey
- Downstream
- Length Surveyed
- 266.6 ft.
- Total Length
- 266.6 ft.
- Structural Index
- 2
- Structural Quick
- 2400
- Structural Rating
- 8
- O&M Index
- 2
- O&M Quick
- 2100
- O&M Rating
- 2
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 10
Pipe schematic from manhole C 0217 to C 0216A Observation photos (5)

2 ft. - General Observation - MAG COAT 98% START 9:00 TO 3:00

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

46.9 ft. - Surface Spalling, from 08 to 11 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT

74.3 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETEW

171 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT