Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 27, 2021, 12:03 PM

  • E 0061_E 0060_1272021_041408.mp4

Date
01/27/2021
W/O
0860522
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00029
PipeID
P11291
Time
4:03 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Heavy Cleaning
Media Label
H1708
Sewer Name
E JOINT OUTFALL E - UNIT 3
City
WILLOWBROOK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Routine Assessment
Project
20210127MDM_JOINT_OUTFALL_E_UNIT_3
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
E 0061
Downstream MH
E 0060
Dir. of Survey
Downstream
Length Surveyed
346.9 ft.
Total Length
346.9 ft.
Structural Index
4
Structural Quick
5332
Structural Rating
23
O&M Index
2
O&M Quick
4124
O&M Rating
12
Overall Index
3
Overall Quick
—
Overall Rating
35
Pipe schematic from manhole E 0061 to E 0060
MH: E 0061MH: E 0060downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:05AM2 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES, Start - SCALE2 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 03 to 05 o'clock, , within 8 inches of joint: YES, Start - SCALE2 ft. MGO - General Observation - MAG COAT 80%32.4 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: NO - SCALE147.2 ft. MGO - General Observation - MAG COAT 50%147.7 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS SLUDGE SCALE169.8 ft. SRV - Surface Reinforcement Visible, at 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC334.1 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC342.8 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR346.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR346.4 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SCALE SLUDGE346.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC346.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE346.6 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active346.6 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES, Finish - SCALE346.6 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 03 to 05 o'clock, , within 8 inches of joint: YES, Finish - SCALE346.9 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM

Observation photos (11)

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC

    2 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC

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

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

  • Deposits Attached Other, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES, Start - SCALE

    2 ft. - Deposits Attached Other, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES, Start - SCALE

  • Deposits Attached Other, 5 %of cross sectional area, from 03 to 05 o'clock, , within 8 inches of joint: YES, Start - SCALE

    2 ft. - Deposits Attached Other, 5 %of cross sectional area, from 03 to 05 o'clock, , within 8 inches of joint: YES, Start - SCALE

  • General Observation - MAG COAT 80%

    2 ft. - General Observation - MAG COAT 80%

  • Deposits Attached Other, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: NO - SCALE

    32.4 ft. - Deposits Attached Other, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: NO - SCALE

  • General Observation - MAG COAT 50%

    147.2 ft. - General Observation - MAG COAT 50%

  • Surface Reinforcement Visible, at 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

    169.8 ft. - Surface Reinforcement Visible, at 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

    334.1 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    342.8 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    346.3 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P11291Work order 0860522

Observations (22)

DistanceCodeObservation
346.4DSZSCALE SLUDGE
169.8SRVSEVERE AGG SPORATIC
2SAVSEVERE AGG SPORATIC
147.2MGOMAG COAT 50%
346.4SAVSEVERE AGG SPORATIC
2SSSBLISTERING PEELING CONCRETE
32.4DAZSCALE
334.1SAVSEVERE AGG SPORATIC
147.7DSZROCKS SLUDGE SCALE
2DAZSCALE
346.6MGOConn. @ Mh, 9 O' Clock. Active
346.9AMH5:00AM
346.6DAZSCALE
342.8SRCCIRCUM REBAR
346.3SRVCIRCUM REBAR
2DAZSCALE
0MWM—
0MWL—
2MGOMAG COAT 80%
346.4SSSBLISTERING PEELING CONCRETE
346.6DAZSCALE
0AMH4:05AM

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED 1 AREA
custom_field_two
2
customer
LACSD
datetime
2021-01-27T04:03:25-08:00
documentation
MARTIN,OLIVER 111,CASTILLO,RUVALCABA
is_lateral_inspection
false