Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 12, 2019, 08:12 AM

  • 8_1_3_12042019_013906.mp4

Date
04/12/2019
W/O
761426
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00141
PipeID
P09841
Time
1:12 AM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K5927
Sewer Name
C JOINT OUTFALL C - UNIT 8C
City
LAKEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
WO_761426_TV19012_APR2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
C 0378
Downstream MH
C 0377
Dir. of Survey
Downstream
Length Surveyed
620.3 ft.
Total Length
620.3 ft.
Structural Index
3
Structural Quick
513X
Structural Rating
625
O&M Index
2
O&M Quick
4232
O&M Rating
510
Overall Index
2
Overall Quick
—
Overall Rating
1135
Pipe schematic from manhole C 0378 to C 0377
MH: C 0378MH: C 0377downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03781 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start - MAG COAT60.3 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES198.4 ft. IR - Infiltration Runner, at 12 o'clock, within 8 inches of joint: YES545 ft. ID - Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES610.1 ft. SRV - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO619.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish619.7 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish620 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish620 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish620.3 ft. AMH - Downstream Manhole, Survey Ends - C 0377

Observation photos (5)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

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

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

  • Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES

    60.3 ft. - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES

  • Infiltration Runner, at 12 o'clock, within 8 inches of joint: YES

    198.4 ft. - Infiltration Runner, at 12 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES

    545 ft. - Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES

All inspections of P09841Work order 761426

Observations (16)

DistanceCodeObservation
0MWL—
2SAP—
610.1SRV—
620.3AMHC 0377
1SSS—
620SSS—
1DAGS—
619.7SAP—
2DAZMAG COAT
60.3ID—
0MWM—
620DAGS—
0AMHC 0378
545ID—
198.4IR—
619.7DAZ—

Properties (6)

custom_field_two
2
customer
LACSD
datetime
2019-04-12T01:12:26-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26760