Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 21, 2021, 10:10 AM

  • E 0109_E 0108_10212021_033022.mp4

Date
10/21/2021
W/O
0921554
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00032
PipeID
P11335
Time
3:10 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1982
Sewer Name
E JOINT OUTFALL E - UNIT 5
City
WILLBROOK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Capital Improvement Program Assesment
Project
202121MDM_JOINT_OUTFALL_E_UNIT_5
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
E 0109
Downstream MH
E 0108
Dir. of Survey
Downstream
Length Surveyed
18.8 ft.
Total Length
18.8 ft.
Structural Index
4
Structural Quick
5441
Structural Rating
26
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
31
Pipe schematic from manhole E 0109 to E 0108
MH: E 0109MH: E 0108downstream0 ft. MWL - Water Level, 60 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:25AM0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - BLISTERING PEELING CONCRETE2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR-POSSIBLE MISSING REBAR8.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - LONG CIRCUM REBAR BROKEN MISSING8.3 ft. MGO - General Observation - ZOOM TO 16'16.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRISON BEYOUIND REBAR POSSIBLE SPOIL VISIBLE16.3 ft. MGO - General Observation - ZOOM TO 18' APPOX18.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR POSSINLE SOIL VISIBLE18.3 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - BLISTERING PEELING CONCRETE18.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR CORRODED POSSIBLE MISSING18.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - BROKEN MISSING REBAR18.3 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG18.8 ft. MSA - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

Observation photos (8)

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - BLISTERING PEELING CONCRETE

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR-POSSIBLE MISSING REBAR

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR-POSSIBLE MISSING REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - LONG CIRCUM REBAR BROKEN MISSING

    8.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - LONG CIRCUM REBAR BROKEN MISSING

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRISON BEYOUIND REBAR POSSIBLE SPOIL VISIBLE

    16.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRISON BEYOUIND REBAR POSSIBLE SPOIL VISIBLE

  • General Observation - ZOOM TO 18' APPOX

    16.3 ft. - General Observation - ZOOM TO 18' APPOX

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

    18.3 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR POSSINLE SOIL VISIBLE

  • Survey Abandoned - DOWNLEG UPSTREAM SIPHON

    18.8 ft. - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

All inspections of P11335Work order 0921554

Observations (16)

DistanceCodeObservation
0MWL—
18.3SRCBROKEN REBAR POSSINLE SOIL VISIBLE
18.3SSSBLISTERING PEELING CONCRETE
8.3SRCLONG CIRCUM REBAR BROKEN MISSING
0AMH3:25AM
2SAMSEVERE AGG
0MWM—
16.3SRCCORRISON BEYOUIND REBAR POSSIBLE SPOIL VISIBLE
8.3MGOZOOM TO 16'
18.3SRCCIRCUM REBAR CORRODED POSSIBLE MISSING
18.8MSADOWNLEG UPSTREAM SIPHON
2SSSBLISTERING PEELING CONCRETE
16.3MGOZOOM TO 18' APPOX
18.3SRCBROKEN MISSING REBAR
2SRCCIRCUM REBAR-POSSIBLE MISSING REBAR
18.3SAMSEVERE AGG

Properties (7)

additional_info
DOWNLEG UPSTREAM SIPHON
custom_field_three
LONG CIRCUM REBAR BROKEN MISSING-POSSIBLE SOIL
custom_field_two
1
customer
LACSD
datetime
2021-10-21T03:10:03-07:00
documentation
MARTIN,OLIVER 111,CASTILLO
is_lateral_inspection
false