Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 12, 2021, 08:16 AM

  • 22 0466_22 0465_02122021_003039.mp4

Date
02/12/2021
W/O
875114
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00816
PipeID
P16804
Time
12:16 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8603
Sewer Name
22 LARK ELLEN TRUNK, SECTS 4,5,&6
City
COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
19
Purpose
Routine Assessment
Project
RFIR_WO_875114_TV22049_FEB2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
22 0466
Downstream MH
22 0465
Dir. of Survey
Downstream
Length Surveyed
263.6 ft.
Total Length
263.6 ft.
Structural Index
3
Structural Quick
3I2I
Structural Rating
260
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
260
Pipe schematic from manhole 22 0466 to 22 0465
MH: 22 0466MH: 22 0465downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 22 04660 ft. MGO - General Observation - CONNECTION AT MH, 9 O'CLOCK0 ft. MWL - Water Level, 5 %of cross sectional area2.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.9 ft. MGO - General Observation - MAG COAT2.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start42.6 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 8"102.9 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 8"107.3 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 8"167.7 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 8"188.3 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"212.1 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"221.1 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"262.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish262.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish263.6 ft. MGO - General Observation - CONNECTION AT MH, 9 O'CLOCK263.6 ft. AMH - Downstream Manhole, Survey Ends - 22 0465

Observation photos (5)

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

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

  • General Observation - MAG COAT

    2.9 ft. - General Observation - MAG COAT

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

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

  • Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 8"

    42.6 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    221.1 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

All inspections of P16804Work order 875114

Observations (18)

DistanceCodeObservation
0MWM—
107.3TF—
0AMH22 0466
2.9SAP—
212.1TFC—
2.9MGOMAG COAT
188.3TFC—
221.1TB—
167.7TF—
263.6MGOCONNECTION AT MH, 9 O'CLOCK
42.6TB—
263.6AMH22 0465
102.9TF—
0MGOCONNECTION AT MH, 9 O'CLOCK
262.2SAP—
2.9SSS—
262.2SSS—
0MWL—

Properties (6)

custom_field_three
SPALLING, MAG COAT AGGREGATE PROJECTING
custom_field_two
3
customer
1
datetime
2021-02-12T00:16:25-08:00
documentation
PRO PIPE
is_lateral_inspection
false