- Date
- 01/12/2017
- W/O
- 613652
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z01183
- PipeID
- P17301
- Time
- 3:29 AM
- Certificate
- U-111-11880
- System Owner
- LACSD
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K4209
- Sewer Name
- H JOINT OUTFALL H - UNIT 8L
- City
- AZUSA
- Loc. details
- Sidewalk
- Location Code
- F
- Use of Sewer
- Sanitary Sewer
- District
- District 22
- Page No.
- 11
- Purpose
- Routine Assessment
- Project
- WO_613652_TV22154_JAN2017
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 18 in.
- Width
- 18 in.
- Upstream MH
- H 1285
- Downstream MH
- H 1284
- Dir. of Survey
- Downstream
- Length Surveyed
- 316.3 ft.
- Total Length
- 316.3 ft.
- Structural Index
- 2
- Structural Quick
- 5131
- Structural Rating
- 132
- O&M Index
- 2
- O&M Quick
- 2L00
- O&M Rating
- 126
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 258
Pipe schematic from manhole H 1285 to H 1284 Observation photos (5)

0 ft. - General Observation - COCKROACHES IN MANHOLE

2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

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

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