Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 11, 2022, 08:36 AM

  • H 0106_H 0105_1112022_004907.mp4

Date
01/11/2022
W/O
0932636
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00165
PipeID
P10558
Time
12:36 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H2079
Sewer Name
H JOINT OUTFALL H - UNIT 1F
City
HUNTINTON PARK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
08
Purpose
Maintenance Related
Project
20220111MDM_JOINT_OUTFALL_H_UNIT_1F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
H 0105
Downstream MH
H 0106
Dir. of Survey
Upstream
Length Surveyed
203.9 ft.
Total Length
203.9 ft.
Structural Index
4
Structural Quick
5241
Structural Rating
19
O&M Index
4
O&M Quick
4232
O&M Rating
14
Overall Index
4
Overall Quick
—
Overall Rating
33
Pipe schematic from manhole H 0105 to H 0106
MH: H 0105MH: H 0106upstream0 ft. MGO - General Observation - ZOOM DOWNSTREAM TO BLOCKAGE0.8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.8 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE SOIL0.8 ft. SRP - Surface Reinforcement Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR CORRODED MISSING0.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE0.8 ft. DSZ - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - SLUDGE SOIL69 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - BRICK UNDER SLUDGE93.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR124.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - CORROSION BEYOUND REBAR136.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - CORROSION BEYOUND REBAR201.9 ft. MGP - General Photograph - MISSING LONG CIRCUM REBAR201.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE201.9 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE & SOIL201.9 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG201.9 ft. SRP - Surface Reinforcement Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - LONG CIRCUM REBAR CORRODED & MISSING203.9 ft. MWL - Water Level, 5 %of cross sectional area - NO FLOW STOPLOG UPSTREAM203.9 ft. MWM - Water Mark, 50 %of cross sectional area203.9 ft. AMH - Upstream Manhole, Survey Begins - 12:40AM

Observation photos (10)

  • General Photograph - MISSING LONG CIRCUM REBAR

    2 ft. - General Photograph - MISSING LONG CIRCUM REBAR

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

  • Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE & SOIL

    2 ft. - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE & SOIL

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

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

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

    2 ft. - Surface Reinforcement Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - LONG CIRCUM REBAR CORRODED & MISSING

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

    67.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - CORROSION BEYOUND REBAR

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

    110.3 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

  • Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE SOIL

    203.1 ft. - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE SOIL

  • Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - SLUDGE SOIL

    203.1 ft. - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - SLUDGE SOIL

  • General Observation - ZOOM DOWNSTREAM TO BLOCKAGE

    203.9 ft. - General Observation - ZOOM DOWNSTREAM TO BLOCKAGE

All inspections of P10558Work order 0932636

Observations (18)

DistanceCodeObservation
2MGPMISSING LONG CIRCUM REBAR
79SRCCORROSION BEYOUND REBAR
67.6SRCCORROSION BEYOUND REBAR
203.1SAMSEVERE AGG
203.1DSZSLUDGE SOIL
203.1SRPLONG CIRCUM REBAR CORRODED MISSING
0MWLNO FLOW STOPLOG UPSTREAM
203.1SSSBLISTERING PEELING CONCRETE
0MWM—
203.9MGOZOOM DOWNSTREAM TO BLOCKAGE
134.9DSZBRICK UNDER SLUDGE
0AMH12:40AM
2SSSBLISTERING PEELING CONCRETE
2DSZSLUDGE & SOIL
2SAMSEVERE AGG
110.3SRCCORRISON BEYOUND REBAR
2SRPLONG CIRCUM REBAR CORRODED & MISSING
203.1DSZSLUDGE SOIL

Properties (4)

customer
LACSD
datetime
2022-01-11T00:36:48-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false