Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 31, 2018, 11:01 AM

  • 18 0304_18 0303 _12312018_032006.mp4

Date
12/31/2018
W/O
740143
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00683
PipeID
P14135
Time
3:01 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6285
Sewer Name
18 LA MIRADA TRUNK, SECTS 1&2
City
SANTA FE SPRINGS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
31
Purpose
Routine Assessment
Project
RFIR_WO_740143_TV18145_DEC2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0304
Downstream MH
18 0303
Dir. of Survey
Downstream
Length Surveyed
226.4 ft.
Total Length
226.4 ft.
Structural Index
3
Structural Quick
5G3H
Structural Rating
430
O&M Index
2
O&M Quick
412H
O&M Rating
96
Overall Index
3
Overall Quick
—
Overall Rating
526
Pipe schematic from manhole 18 0304 to 18 0303
MH: 18 0304MH: 18 0303downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 03042 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start21.7 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start37 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"84.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"132.1 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"181 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"223.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - DEBRIS UNDER WATER226.4 ft. MSA - Survey Abandoned - DUE TO OBSTRUCTION226.4 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish226.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish226.4 ft. OBR - Obstacles Rocks, 25 %of cross sectional area, from 04 to 08 o'clock226.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish226.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (6)

  • 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 Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    21.7 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Survey Abandoned - DUE TO OBSTRUCTION

    226.4 ft. - Survey Abandoned - DUE TO OBSTRUCTION

  • Obstacles Rocks, 25 %of cross sectional area, from 04 to 08 o'clock

    226.4 ft. - Obstacles Rocks, 25 %of cross sectional area, from 04 to 08 o'clock

All inspections of P14135Work order 740143

Observations (18)

DistanceCodeObservation
2SAP—
21.7SRV—
0MWM—
132.1TFC—
2DAGS—
226.4MSADUE TO OBSTRUCTION
0MWL—
223.4DSZDEBRIS UNDER WATER
226.4SRV—
226.4SAP—
37TFC—
226.4OBR—
2SSS—
226.4SSS—
0AMH18 0304
226.4DAGS—
84.2TFC—
181TFA—

Properties (6)

additional_info
SC365651
custom_field_two
5
customer
LACSD
datetime
2018-12-31T03:01:42-08:00
documentation
PRO PIPE
is_lateral_inspection
false