Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 31, 2020, 07:34 AM

  • 22 0275_22 0274_01302020_234339.mp4

Date
01/30/2020
W/O
808206
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00793
PipeID
P16561
Time
11:34 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7294
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_808206_TV22016_JAN2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
22 0274
Downstream MH
22 0275
Dir. of Survey
Upstream
Length Surveyed
195 ft.
Total Length
195 ft.
Structural Index
3
Structural Quick
5D3G
Structural Rating
325
O&M Index
2
O&M Quick
2G00
O&M Rating
76
Overall Index
3
Overall Quick
—
Overall Rating
401
Pipe schematic from manhole 22 0274 to 22 0275
MH: 22 0274MH: 22 0275upstream0 ft. MGO - General Observation - CONNECTIONS IN MH AT BOTH 12 AND 9 O' CLOCK0 ft. AMH - Upstream Manhole, Survey Ends - 22 02752.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.1 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish67.5 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"137.8 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start148 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"193 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start193 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start193 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start195 ft. AMH - Downstream Manhole, Survey Begins - 22 0274195 ft. MWM - Water Mark, 20 %of cross sectional area195 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK195 ft. MWL - Water Level, 15 %of cross sectional area

Observation photos (4)

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

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 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

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

All inspections of P16561Work order 808206

Observations (16)

DistanceCodeObservation
57.2SRV—
2SSS—
0AMH22 0274
195MGOCONNECTIONS IN MH AT BOTH 12 AND 9 O' CLOCK
192.9SSS—
0MWM—
0MGOCONNECTION AT MH 3 O'CLOCK
192.9DAGS—
195AMH22 0275
192.9SAP—
0MWL—
127.5TFC—
2SAP—
192.9SRV—
47TFC—
2DAGS—

Properties (6)

additional_info
SC398780
custom_field_two
2
customer
LACSD
datetime
2020-01-30T23:34:31-08:00
documentation
PRO PIPE
is_lateral_inspection
false