Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 24, 2019, 08:42 AM

  • 18 0887_18 0886 _24072019_020243.mp4

Date
07/24/2019
W/O
771927
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00709
PipeID
P14738
Time
1:42 AM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K5937
Sewer Name
18 SO WHITTIER OUTFALL RLF TR, SECTS 1,2A,2B,2C,&3
City
NORWALK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
31
Purpose
Routine Assessment
Project
WO_771927_TV18101_JUN2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
18 0887
Downstream MH
18 0886
Dir. of Survey
Downstream
Length Surveyed
608.3 ft.
Total Length
608.3 ft.
Structural Index
3
Structural Quick
5W3W
Structural Rating
1195
O&M Index
2
O&M Quick
2W00
O&M Rating
244
Overall Index
3
Overall Quick
—
Overall Rating
1439
Pipe schematic from manhole 18 0887 to 18 0886
MH: 18 0887MH: 18 0886downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 08870 ft. MWL - Water Level, 20 %of cross sectional area0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COAT THROUGHOUT2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start16.9 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start118.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 10"605.7 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish605.8 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish608 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish608 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish608.3 ft. AMH - Downstream Manhole, Survey Ends - 18 0886

Observation photos (7)

  • Upstream Manhole, Survey Begins - 18 0887

    0 ft. - Upstream Manhole, Survey Begins - 18 0887

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

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

  • General Observation - MAG COAT THROUGHOUT

    2 ft. - General Observation - MAG COAT THROUGHOUT

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

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

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

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

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

    16.9 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 10"

    118.4 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 10"

All inspections of P14738Work order 771927

Observations (14)

DistanceCodeObservation
608DAGS—
0MWM—
608SSS—
0AMH18 0887
16.9SRV—
118.4TB—
608.3AMH18 0886
2.1SAV—
605.7SRV—
2MGOMAG COAT THROUGHOUT
0MWL—
2SSS—
605.8SAV—
0DAGS—

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2019-07-24T01:42:41-07:00
documentation
PRO PIPE
is_lateral_inspection
false