Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 17, 2021, 05:21 AM

  • 18 0405_18 0404_03162021_223714.mp4

Date
03/16/2021
W/O
880300
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00699
PipeID
P14240
Time
10:21 PM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8639
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
S. WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
RFIR_WO_880300_TV18173_MAR2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0405
Downstream MH
18 0404
Dir. of Survey
Downstream
Length Surveyed
259 ft.
Total Length
259 ft.
Structural Index
2
Structural Quick
3122
Structural Rating
7
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
11
Pipe schematic from manhole 18 0405 to 18 0404
MH: 18 0405MH: 18 0404downstream0 ft. AMH - Upstream Manhole, Survey Begins - 18 04050 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.3 ft. MGO - General Observation - MAG COAT2.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start69.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"219.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"233.9 ft. MWLS - Water Level, Sag in pipe, 20 %of cross sectional area, Start259 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish259 ft. MCU - Camera Underwater259 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish259 ft. MSA - Survey Abandoned - POSSIBLE ROOT BLOCKAGE259 ft. MWLS - Water Level, Sag in pipe, 20 %of cross sectional area, Finish

Observation photos (8)

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

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

  • General Observation - MAG COAT

    2.3 ft. - General Observation - MAG COAT

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

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

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

    69.4 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

    219.6 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

  • Water Level, Sag in pipe, 20 %of cross sectional area, Start

    233.9 ft. - Water Level, Sag in pipe, 20 %of cross sectional area, Start

  • Camera Underwater

    259 ft. - Camera Underwater

  • Survey Abandoned - POSSIBLE ROOT BLOCKAGE

    259 ft. - Survey Abandoned - POSSIBLE ROOT BLOCKAGE

All inspections of P14240Work order 880300

Observations (14)

DistanceCodeObservation
233.9MWLS—
0AMH18 0405
69.4TB—
259SAP—
2.3SAP—
259MCU—
2.3MGOMAG COAT
259SSS—
2.3SSS—
259MSAPOSSIBLE ROOT BLOCKAGE
0MWM—
259MWLS—
219.6TB—
0MWL—

Properties (6)

custom_field_three
AGGREGATE PROJECTING,SPALLING. POSSIBLE ROOTS
custom_field_two
5
customer
1
datetime
2021-03-16T22:21:44-07:00
documentation
PRO PIPE
is_lateral_inspection
false