Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 9, 2022, 08:28 AM

  • A 1204_A 1203_09092022_014753.mp4

Date
09/09/2022
W/O
967262
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00973
PipeID
P02852
Time
1:28 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K10417
Sewer Name
A JOINT OUTFALL A - UNIT 9
City
BELL GARDENS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
20
Purpose
Routine Assessment
Project
RFIR_WO_967262_TV02134_AUG2022
Sewer Type
Gravity
Material
RCP-CTL
Shape
Circular
Height
39 in.
Width
15 in.
Upstream MH
A 1204
Downstream MH
A 1203
Dir. of Survey
Downstream
Length Surveyed
352.5 ft.
Total Length
352.5 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
3
Overall Quick
—
Overall Rating
13
Pipe schematic from manhole A 1204 to A 1203
MH: A 1204MH: A 1203downstream0 ft. AMH - Upstream Manhole, Survey Begins - A 12040 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start8.3 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start18.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start349.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish349.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish349.9 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish349.9 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish352.5 ft. AMH - Downstream Manhole, Survey Ends - A 1203

Observation photos (4)

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

    2.1 ft. - Surface Aggregate Projecting, 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

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

  • Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    8.3 ft. - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

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

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

All inspections of P02852Work order 967262

Observations (14)

DistanceCodeObservation
0AMHA 1204
0MWM—
349.9SAP—
0MWL—
8.3DSZ—
0MGOCONNECTION AT MH 9 O'CLOCK
18.3SSS—
349.9SSS—
2.1SAP—
352.5AMHA 1203
349.9DSZ—
2.1SRV—
0MGOCONNECTION AT MH 3 O'CLOCK
349.9SRV—

Properties (7)

additional_info
630074090822203
custom_field_three
AGGREGATE PROJECTING/REINFORCEMENT VISIBLE/SPALLIN
custom_field_two
2
customer
1
datetime
2022-09-09T01:28:24-07:00
documentation
PROPIPE
is_lateral_inspection
false