Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 4, 2021, 07:04 AM

  • 22 0269_22 1388_02032021_231819.mp4

Date
02/03/2021
W/O
870562
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00793
PipeID
P16554
Time
11:04 PM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8390
Sewer Name
22 CAMERON TRUNK, SECTS 1,2,&3
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
36
Purpose
Routine Assessment
Project
RFIR_WO_870562_TV22016_JAN2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
22 0269
Downstream MH
22 1388
Dir. of Survey
Downstream
Length Surveyed
119.7 ft.
Total Length
119.7 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
3
O&M Quick
3121
O&M Rating
5
Overall Index
3
Overall Quick
—
Overall Rating
10
Pipe schematic from manhole 22 0269 to 22 1388
MH: 22 0269MH: 22 1388downstream0 ft. AMH - Upstream Manhole, Survey Begins - 22 02690 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. MWM - Water Mark, 35 %of cross sectional area3.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.1 ft. MGO - General Observation - MAG COAT3.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start14 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"38.1 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"50.7 ft. TBI - Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, 8", 3"61.7 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"89.9 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"106.1 ft. OBR - Obstacles Rocks, 10 %of cross sectional area, at 06 o'clock, Start113.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 8"118.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish118.2 ft. OBR - Obstacles Rocks, 10 %of cross sectional area, at 06 o'clock, Finish118.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish119.7 ft. AMH - Downstream Manhole, Survey Ends - 22 1388119.7 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK

Observation photos (5)

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

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

  • General Observation - MAG COAT

    3.1 ft. - General Observation - MAG COAT

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

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

  • Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, 8", 3"

    50.7 ft. - Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, 8", 3"

  • Obstacles Rocks, 10 %of cross sectional area, at 06 o'clock, Start

    106.1 ft. - Obstacles Rocks, 10 %of cross sectional area, at 06 o'clock, Start

All inspections of P16554Work order 870562

Observations (19)

DistanceCodeObservation
3.1SSS—
118.2SAP—
0AMH22 0269
0MWL—
119.7AMH22 1388
118.2OBR—
50.7TBI—
0MGOCONNECTION AT MH 9 O'CLOCK
38.1TFC—
3.1MGOMAG COAT
0MWM—
106.1OBR—
119.7MGOCONNECTION AT MH 9 O'CLOCK
113.6TFC—
14TFC—
89.9TFC—
118.2SSS—
3.1SAP—
61.7TFC—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2021-02-03T23:04:28-08:00
documentation
PRO PIPE
is_lateral_inspection
false