- Date
- 01/25/2022
- W/O
- 931501
- Weather
- Dry
- Operator/Surveyor
- M.MARTINEZ
- Sewer ID
- Z00016
- PipeID
- P00118
- Time
- 11:22 PM
- Certificate
- U-115-06022794
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K9714
- Sewer Name
- 08 MAIN STREET TRUNK
- City
- WILLOWBROOK
- Loc. details
- Light Highway
- Location Code
- C
- Use of Sewer
- Sanitary Sewer
- District
- District 08
- Page No.
- 01
- Purpose
- Routine Assessment
- Project
- RFIR_WO_931501_TV08116_JAN2022
- Sewer Type
- Gravity
- Material
- Vitrified Clay Pipe
- Shape
- Circular
- Height
- 12 in.
- Width
- 8 in.
- Upstream MH
- 08 0090
- Downstream MH
- 08 0089
- Dir. of Survey
- Downstream
- Length Surveyed
- 295 ft.
- Total Length
- 295 ft.
- Structural Index
- 2
- Structural Quick
- 3K2K
- Structural Rating
- 294
- O&M Index
- 2
- O&M Quick
- 2K12
- O&M Rating
- 118
- Overall Index
- 2
- Overall Quick
- —
- Overall Rating
- 412
Pipe schematic from manhole 08 0090 to 08 0089 Observation photos (6)

2 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

10.8 ft. - Crack Spiral, from 03 to 10 o'clock, within 8 inches of joint: YES

23.2 ft. - Crack Longitudinal, at 11 o'clock, within 8 inches of joint: YES

45.5 ft. - Roots Fine Joint, from 02 to 03 o'clock, within 8 inches of joint: YESR

81 ft. - Roots Fine Joint, at 12 o'clock, within 8 inches of joint: YESR