Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 27, 2021, 10:45 AM

  • E 0062_E 0061_1272021_025659.mp4

Date
01/27/2021
W/O
0860522
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00029
PipeID
P11292
Time
2:45 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Heavy Cleaning
Media Label
H1707
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 0062
Downstream MH
E 0061
Dir. of Survey
Downstream
Length Surveyed
379.9 ft.
Total Length
379.9 ft.
Structural Index
3
Structural Quick
5333
Structural Rating
30
O&M Index
3
O&M Quick
4131
O&M Rating
13
Overall Index
3
Overall Quick
—
Overall Rating
43
Pipe schematic from manhole E 0062 to E 0061
MH: E 0062MH: E 0061downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:45AM0 ft. MWL - Water Level, 10 %of cross sectional area2 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. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUGE ROCKS DEBRIE2 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 01 to 05 o'clock, , within 8 inches of joint: YES, Start - SCALE2 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: YES, Start - SCALE2.5 ft. MGO - General Observation - MAG COAT80%8 ft. SRV - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR19.3 ft. MGO - General Observation - MAG COAT20%23.5 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Start - SCALE MATERIAL35.4 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Finish - SCALE MATERIAL50.8 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC67.6 ft. SSS - Surface Spalling, at 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE84.7 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 01 to 05 o'clock, , within 8 inches of joint: YES, Finish - SCALE84.7 ft. DAZ - Deposits Attached Other, 5 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: YES, Finish - SCALE95.9 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC115.2 ft. MGO - General Observation - OLD MAG COAT 5%127.5 ft. SSS - Surface Spalling, from 07 to 10 o'clock, within 8 inches of joint: NO - PEELING CONCRETE206.9 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR308.2 ft. SRV - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR379.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE379.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC379.4 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUGE SCALE DEBRIE379.9 ft. AMH - Downstream Manhole, Survey Ends - 3:40AM

Observation photos (14)

  • 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 01 to 05 o'clock, , within 8 inches of joint: YES, Start - SCALE

    2 ft. - Deposits Attached Other, 5 %of cross sectional area, from 01 to 05 o'clock, , within 8 inches of joint: YES, Start - SCALE

  • Deposits Attached Other, 5 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: YES, Start - SCALE

    2 ft. - Deposits Attached Other, 5 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: YES, Start - SCALE

  • General Observation - MAG COAT80%

    2.5 ft. - General Observation - MAG COAT80%

  • Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    8 ft. - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • General Observation - MAG COAT20%

    19.3 ft. - General Observation - MAG COAT20%

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

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

  • Surface Spalling, at 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

    67.6 ft. - Surface Spalling, at 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

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

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

  • General Observation - OLD MAG COAT 5%

    115.2 ft. - General Observation - OLD MAG COAT 5%

  • Surface Spalling, from 07 to 10 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    127.5 ft. - Surface Spalling, from 07 to 10 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    206.9 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    308.2 ft. - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P11292Work order 0860522

Observations (26)

DistanceCodeObservation
379.4SSSBLISTERING PEELING CONCRETE
0MWM—
115.2MGOOLD MAG COAT 5%
0AMH2:45AM
379.4SAVSEVERE AGG SPORATIC
84.7DAZSCALE
127.5SSSPEELING CONCRETE
2SAVSEVERE AGG SPORATIC
379.4DSZSLUGE SCALE DEBRIE
50.8SAVSEVERE AGG SPORATIC
2SSSBLISTERING PEELING CONCRETE
23.5DSZSCALE MATERIAL
35.4DSZSCALE MATERIAL
19.3MGOMAG COAT20%
2.5MGOMAG COAT80%
67.6SSSBLISTERING PEELING CONCRETE
84.7DAZSCALE
95.9SAVSEVERE AGG SPORATIC
2DSZSLUGE ROCKS DEBRIE
2DAZSCALE
8SRVCIRCUM REBAR
2DAZSCALE
308.2SRVCIRCUM REBAR
206.9SRVCIRCUM REBAR
379.9AMH3:40AM
0MWL—

Properties (6)

custom_field_three
CIRCUM REBAR VISIBLE SPORATIC
custom_field_two
2
customer
LACSD
datetime
2021-01-27T02:45:08-08:00
documentation
MARTIN,OLIVER 111,CASTILLO,RUVALCABA
is_lateral_inspection
false