Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 11, 2021, 08:49 AM

  • 02 1768_02 1767_8112021_015214.mp4

Date
08/11/2021
W/O
0890811
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00271
PipeID
P04115
Time
1:49 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1909
Sewer Name
02 INDIANA STREET TRUNK
City
LOS ANGLES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
11A
Purpose
Routine Assessment
Project
20210810MDM_INDINA_STREET_TRUNK
Material
NRCP
Shape
Circular
Height
7.53000020980835 in.
Upstream MH
02 1768
Downstream MH
02 1767
Dir. of Survey
Downstream
Length Surveyed
83.9 ft.
Total Length
83.9 ft.
Structural Index
2
Structural Quick
2200
Structural Rating
4
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
3
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 02 1768 to 02 1767
MH: 02 1768MH: 02 1767downstream0 ft. MWL - Water Level, 0%of cross sectional area - NO FLOW STOPLOG UPSTREAM0 ft. AMH - Upstream Manhole, Survey Begins - 1:55AM0 ft. MWM - Water Mark, 10 %of cross sectional area2 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Change - FIBOROUS BLISTERING OUTER SURFACE8.5 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Start - FIBOROUS BLISTERING40.1 ft. MGP - General Photograph - FIBOROUS CIPP83.6 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Finish - FIBOROUS BLISTERING OUTER SURFACE83.6 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 6", 6" - POSSIBLE CONN OR HOLE IN THE PIPE83.6 ft. DSZ - Deposits Settled Other, 80 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - SOIL ROCKS83.9 ft. MSA - Survey Abandoned - 80% SOIL ROCKS

Observation photos (6)

  • Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Change - FIBOROUS BLISTERING OUTER SURFACE

    2 ft. - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Change - FIBOROUS BLISTERING OUTER SURFACE

  • Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Start - FIBOROUS BLISTERING

    8.5 ft. - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: NO, Start - FIBOROUS BLISTERING

  • General Photograph - FIBOROUS CIPP

    40.1 ft. - General Photograph - FIBOROUS CIPP

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 6", 6" - POSSIBLE CONN OR HOLE IN THE PIPE

    83.6 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 6", 6" - POSSIBLE CONN OR HOLE IN THE PIPE

  • Deposits Settled Other, 80 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - SOIL ROCKS

    83.6 ft. - Deposits Settled Other, 80 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - SOIL ROCKS

  • Survey Abandoned - 80% SOIL ROCKS

    83.9 ft. - Survey Abandoned - 80% SOIL ROCKS

All inspections of P04115Work order 0890811

Observations (10)

DistanceCodeObservation
0MWLNO FLOW STOPLOG UPSTREAM
83.6SSSFIBOROUS BLISTERING OUTER SURFACE
2SSSFIBOROUS BLISTERING OUTER SURFACE
8.5SSSFIBOROUS BLISTERING
83.6TBPOSSIBLE CONN OR HOLE IN THE PIPE
83.9MSA80% SOIL ROCKS
0AMH1:55AM
0MWM—
40.1MGPFIBOROUS CIPP
83.6DSZSOIL ROCKS

Properties (6)

custom_field_three
SOIL VISIBLE AROUND CONN
custom_field_two
1
customer
LACSD
datetime
2021-08-11T01:49:33-07:00
documentation
MARTIN,OLIVER 111,BARR,RAMERIZ
is_lateral_inspection
false