Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 22, 2022, 11:15 AM

  • 19 0076_19 0075_08222022_042751.mp4

Date
08/22/2022
W/O
967379
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00724
PipeID
P15108
Time
4:15 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K10291
Sewer Name
19 ELAINE AVENUE TRUNK
City
LAKEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
RFIR_WO_967379_TV19057_AUG2022
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
19 0076
Downstream MH
19 0075
Dir. of Survey
Downstream
Length Surveyed
344.3 ft.
Total Length
344.3 ft.
Structural Index
2
Structural Quick
2512
Structural Rating
12
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
2
Overall Quick
—
Overall Rating
14
Pipe schematic from manhole 19 0076 to 19 0075
MH: 19 0076MH: 19 0075downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 19 00760 ft. MWL - Water Level, 25 %of cross sectional area2.4 ft. MWLS - Water Level, Sag in pipe, 20 %of cross sectional area47.9 ft. CL - Crack Longitudinal, at 11 o'clock, within 8 inches of joint: YES67.2 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES80 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start80 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES168.4 ft. CC - Crack Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES183.8 ft. CC - Crack Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES339.2 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES342.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish344.3 ft. AMH - Downstream Manhole, Survey Ends - 19 0075

Observation photos (8)

  • Water Level, Sag in pipe, 20 %of cross sectional area

    2.4 ft. - Water Level, Sag in pipe, 20 %of cross sectional area

  • Crack Longitudinal, at 11 o'clock, within 8 inches of joint: YES

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

  • Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES

    67.2 ft. - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

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

  • Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES

    80 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES

  • Crack Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES

    168.4 ft. - Crack Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES

  • Crack Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES

    183.8 ft. - Crack Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES

  • Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES

    339.2 ft. - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES

All inspections of P15108Work order 967379

Observations (13)

DistanceCodeObservation
183.8CC—
344.3AMH19 0075
47.9CL—
0MWM—
80DAE—
67.2FC—
80CL—
342.5DAE—
339.2FC—
168.4CC—
0AMH19 0076
0MWL—
2.4MWLS—

Properties (7)

additional_info
630074082222003
custom_field_three
CRACKS
custom_field_two
3
customer
1
datetime
2022-08-22T04:15:40-07:00
documentation
PROPIPE
is_lateral_inspection
false