Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 1, 2022, 08:10 AM

  • G 0115_G 0114_212022_005455.mp4

Date
02/01/2022
W/O
0937398
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P25043
Time
12:10 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H2097
Sewer Name
G JOINT OUTFALL G - UNIT 8
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
21
Purpose
Capital Improvement Program Assesment
Project
20220131MDM_JOINT_OUTFALL_G_UNIT_8
Material
RCP-CTL
Shape
Circular
Height
48 in.
Upstream MH
G 0136
Downstream MH
G 0135
Dir. of Survey
Downstream
Length Surveyed
324.8 ft.
Total Length
324.8 ft.
Structural Index
5
Structural Quick
5742
Structural Rating
45
O&M Index
5
O&M Quick
5400
O&M Rating
20
Overall Index
5
Overall Quick
—
Overall Rating
65
Pipe schematic from manhole G 0136 to G 0135
MH: G 0136MH: G 0135downstream0 ft. MWM - Water Mark, 80 %of cross sectional area0 ft. MWL - Water Level, 80 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:45AM2 ft. MGO - General Observation - TILES 95% MISSING UNDER MAG COAT2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR BROKEN MISSING UNDER MAG COAT2 ft. MGO - General Observation - MAG COAT 90%2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE15.5 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG35.2 ft. DSZ - Deposits Settled Other, 80 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES FROM PIPE44.6 ft. MWL - Water Level, 70 %of cross sectional area61.2 ft. DSZ - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES UNDER FLOW62.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR74.7 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REWBAR91.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR100.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CORROSON BEYOUND REBAR103.8 ft. DSZ - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES UNDER FLOW111.7 ft. MWL - Water Level, 40 %of cross sectional area166.1 ft. MGO - General Observation - UNUSAL DEEP CORROSON192.3 ft. MGO - General Observation - DEEP CORROSON205.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR CORRODED BROKEN MISSING208.4 ft. SMW - Surface Missing Wall, from 11 to 01 o'clock, within 8 inches of joint: NO - DEEP CORROSON-POSSIBLE SOIL324 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE324 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CORROSON BEYOUND REBAR324 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BROKEN MISSING REBAR CORROSON BEYOUND REBAR324 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG324 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR BROKEN MISSING324.8 ft. AMH - Downstream Manhole, Survey Ends - 1:40AM

Observation photos (18)

  • General Observation - TILES 95% MISSING UNDER MAG COAT

    2 ft. - General Observation - TILES 95% MISSING UNDER MAG COAT

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

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

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

  • General Observation - MAG COAT 90%

    2 ft. - General Observation - MAG COAT 90%

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

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

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

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

    35.2 ft. - Deposits Settled Other, 80 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES FROM PIPE

  • Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES UNDER FLOW

    61.2 ft. - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES UNDER FLOW

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

    62.9 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

    74.7 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REWBAR

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

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

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

    100.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CORROSON BEYOUND REBAR

  • Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES UNDER FLOW

    103.8 ft. - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO - FALLEN TILES UNDER FLOW

  • Water Level, 40 %of cross sectional area

    111.7 ft. - Water Level, 40 %of cross sectional area

  • General Observation - UNUSAL DEEP CORROSON

    166.1 ft. - General Observation - UNUSAL DEEP CORROSON

  • General Observation - DEEP CORROSON

    192.3 ft. - General Observation - DEEP CORROSON

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR CORRODED BROKEN MISSING

    205.6 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR CORRODED BROKEN MISSING

  • Surface Missing Wall, from 11 to 01 o'clock, within 8 inches of joint: NO - DEEP CORROSON-POSSIBLE SOIL

    208.4 ft. - Surface Missing Wall, from 11 to 01 o'clock, within 8 inches of joint: NO - DEEP CORROSON-POSSIBLE SOIL

All inspections of P25043Work order 0937398

Observations (28)

DistanceCodeObservation
324SSSBLISTERING PEELING CONCRETE
15.5SAMSEVERE AGG
2MGOTILES 95% MISSING UNDER MAG COAT
324.8AMH1:40AM
44.6MWL—
91.3SRCBROKEN MISSING REBAR
61.2DSZFALLEN TILES UNDER FLOW
208.4SMWDEEP CORROSON-POSSIBLE SOIL
0MWM—
2SAMSEVERE AGG
2SRCLONG CIRCUM REBAR BROKEN MISSING UNDER MAG COAT
324SRCCORROSON BEYOUND REBAR
111.7MWL—
192.3MGODEEP CORROSON
35.2DSZFALLEN TILES FROM PIPE
166.1MGOUNUSAL DEEP CORROSON
2MGOMAG COAT 90%
0MWL—
62.9SRCCIRCUM REBAR
205.6SRCLONG CIRCUM REBAR CORRODED BROKEN MISSING
100.3SRCCORROSON BEYOUND REBAR
0AMH12:45AM
324SRCBROKEN MISSING REBAR CORROSON BEYOUND REBAR
2SSSBLISTERING PEELING CONCRETE
74.7SRCBROKEN MISSING REWBAR
324SAMSEVERE AGG
324SRCLONG CIRCUM REBAR BROKEN MISSING
103.8DSZFALLEN TILES UNDER FLOW

Properties (6)

custom_field_three
LONG CIRCUM REBAR MISSING- POSSIBLE SOIL VISIBLE
custom_field_two
1
customer
LACSD
datetime
2022-02-01T00:10:39-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false