Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 1, 2021, 07:23 AM

  • 03 0433_03 0432_512021_025233.mp4

Date
05/01/2021
W/O
0886346
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00406
PipeID
P04981
Time
12:23 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1794
Sewer Name
03 WATER STREET TRUNK
City
ANAHIEM
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
22
Purpose
Capital Improvement Program Assesment
Project
20210501MDM_WATER_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
03 0433
Downstream MH
03 0432
Dir. of Survey
Downstream
Length Surveyed
177.9 ft.
Total Length
177.9 ft.
Structural Index
4
Structural Quick
5242
Structural Rating
20
O&M Index
3
O&M Quick
3222
O&M Rating
10
Overall Index
3
Overall Quick
—
Overall Rating
30
Pipe schematic from manhole 03 0433 to 03 0432
MH: 03 0433MH: 03 0432downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:55AM0 ft. MWM - Water Mark, 30 %of cross sectional area1 ft. MGO - General Observation - VERY SLOW FLOW - DEBRIE ON BOTTOM OF PIPE2 ft. SRC - Surface Reinforcement Corroded, from 10 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR2 ft. MGO - General Observation - POSSIBLE OLD MAG COAT ON PIPE2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG8 ft. SRC - Surface Reinforcement Corroded, from 10 to 04 o'clock, within 8 inches of joint: YES, Finish - LONG-CIRCUM REBAR23 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE DEBRIE UNDER FLOW30.4 ft. MGP - General Photograph - 15% SLUDGE DEBRIE43.9 ft. MWL - Water Level, 10 %of cross sectional area43.9 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE DEBRIE43.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE73 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG86.2 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR96 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE PAPER DEBRIE125.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE PAPER DEBRIE164.4 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE PILE168.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - POSSIBLE CONCRETE UNDER FLOW171.7 ft. MGO - General Observation - POSSIBLR CONCRETE UNDER FLOW177.4 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active LARGE INCOMING177.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Finish - POSSIBLE CONCRETE UNDER FLOW177.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG177.4 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG177.9 ft. AMH - Downstream Manhole, Survey Ends - 3:35AM

Observation photos (11)

  • Surface Reinforcement Corroded, from 10 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 10 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE DEBRIE UNDER FLOW

    23 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE DEBRIE UNDER FLOW

  • General Photograph - 15% SLUDGE DEBRIE

    30.4 ft. - General Photograph - 15% SLUDGE DEBRIE

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

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

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

    73 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    86.2 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE PAPER DEBRIE

    96 ft. - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE PAPER DEBRIE

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE PILE

    164.4 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE PILE

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - POSSIBLE CONCRETE UNDER FLOW

    168.2 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - POSSIBLE CONCRETE UNDER FLOW

  • General Observation - POSSIBLR CONCRETE UNDER FLOW

    171.7 ft. - General Observation - POSSIBLR CONCRETE UNDER FLOW

All inspections of P04981Work order 0886346

Observations (25)

DistanceCodeObservation
0MWL—
164.4DSZSLUDGE PILE
43.9MWL—
177.4MGOConn. @ Mh, 3 O' Clock. Active LARGE INCOMING
23DSZSLUDGE DEBRIE UNDER FLOW
2SRCLONG & CIRCUM REBAR
86.2SRCCIRCUM REBAR
125.5DSZSLUDGE PAPER DEBRIE
30.4MGP15% SLUDGE DEBRIE
0AMH2:55AM
2MGOPOSSIBLE OLD MAG COAT ON PIPE
73SAMSEVERE AGG
177.4DSZPOSSIBLE CONCRETE UNDER FLOW
177.4SSSSEVERE AGG
8SRCLONG-CIRCUM REBAR
43.9DSZSLUDGE DEBRIE
177.4SAMSEVERE AGG
0MWM—
43.9SSSBLISTERING PEELING CONCRETE
1MGOVERY SLOW FLOW - DEBRIE ON BOTTOM OF PIPE
168.2DSZPOSSIBLE CONCRETE UNDER FLOW
2SAMSEVERE AGG
177.9AMH3:35AM
96DSZSLUDGE PAPER DEBRIE
171.7MGOPOSSIBLR CONCRETE UNDER FLOW

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2021-05-01T00:23:25-07:00
documentation
MARTIN,OLIVER 111,CASTILLO,BARR
is_lateral_inspection
false