Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 2, 2022, 07:28 AM

  • 08 0063_08 0062_02012022_235214.mp4

Date
02/01/2022
W/O
931501
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00016
PipeID
P00065
Time
11:28 PM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K9722
Sewer Name
08 MAIN STREET TRUNK
City
GARDENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
02
Purpose
Routine Assessment
Project
RFIR_WO_931501_TV08116_JAN2022
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
18 in.
Upstream MH
08 0062
Downstream MH
08 0063
Dir. of Survey
Upstream
Length Surveyed
171.5 ft.
Total Length
171.5 ft.
Structural Index
3
Structural Quick
3E00
Structural Rating
96
O&M Index
2
O&M Quick
3214
O&M Rating
10
Overall Index
3
Overall Quick
—
Overall Rating
106
Pipe schematic from manhole 08 0062 to 08 0063
MH: 08 0062MH: 08 0063upstream0 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. MSA - Survey Abandoned - DUE TO ROOTS2.2 ft. RFJ - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YES3.3 ft. TFA - Tap Factory Made Active, at 01 o'clock, -, within 8 inches of joint: YES, 4", 6"3.3 ft. RMC - Roots Medium Connection, from 03 to 05 o'clock, 15 %, within 8 inches of joint: YES3.3 ft. RML - Roots Medium Lateral, from 05 to 10 o'clock, 15 %, within 8 inches of joint: YES13.1 ft. RFJ - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES56.7 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"108.3 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"153 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES155.1 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES159.4 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start159.5 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"171.5 ft. MWL - Water Level, 15 %of cross sectional area171.5 ft. MWM - Water Mark, 20 %of cross sectional area171.5 ft. AMH - Downstream Manhole, Survey Begins - 08 0062

Observation photos (8)

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

  • Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

    16.4 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

    18.5 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES

    158.4 ft. - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES

  • Roots Medium Connection, from 03 to 05 o'clock, 15 %, within 8 inches of joint: YES

    168.2 ft. - Roots Medium Connection, from 03 to 05 o'clock, 15 %, within 8 inches of joint: YES

  • Roots Medium Lateral, from 05 to 10 o'clock, 15 %, within 8 inches of joint: YES

    168.2 ft. - Roots Medium Lateral, from 05 to 10 o'clock, 15 %, within 8 inches of joint: YES

  • Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YES

    169.3 ft. - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YES

  • Survey Abandoned - DUE TO ROOTS

    171.5 ft. - Survey Abandoned - DUE TO ROOTS

All inspections of P00065Work order 931501

Observations (16)

DistanceCodeObservation
168.2TFA—
0MWL—
0MWM—
16.4RFJ—
169.3RFJ—
168.2RMC—
63.2TFC—
168.2RML—
158.4RFJ—
18.5RFJ—
0AMH08 0062
12TFC—
12.1CM—
171.5CM—
114.8TFC—
171.5MSADUE TO ROOTS

Properties (7)

additional_info
630074020122201
custom_field_three
CRACKS
custom_field_two
5
customer
1
datetime
2022-02-01T23:28:24-08:00
documentation
PRO PIPE
is_lateral_inspection
false