Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 26, 2021, 09:49 AM

  • J 0243_J 0242_4262021_033657.mp4

Date
04/26/2021
W/O
0880100
Weather
Light Rain
Operator/Surveyor
MARTIN
Sewer ID
Z00057
PipeID
P11489
Time
2:49 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1786
Sewer Name
J JOINT OUTFALL J - UNIT 1E
City
PALOS VERDES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
46
Purpose
Capital Improvement Program Assesment
Project
20210426MDM_JOINT_OUTFALL_J_UNIT_1E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
J 0243
Downstream MH
J 0242
Dir. of Survey
Downstream
Length Surveyed
493.8 ft.
Total Length
493.8 ft.
Structural Index
4
Structural Quick
5A44
Structural Rating
72
O&M Index
3
O&M Quick
4221
O&M Rating
10
Overall Index
4
Overall Quick
—
Overall Rating
82
Pipe schematic from manhole J 0243 to J 0242
MH: J 0243MH: J 0242downstream0 ft. AMH - Upstream Manhole, Survey Begins - 3:30AM0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MWM - Water Mark, 60 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR POSSIBLE MISSING FRIST 2'2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG17.5 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR17.5 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG25.8 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - ROCKS42.4 ft. MWL - Water Level, 20 %of cross sectional area42.4 ft. MWM - Water Mark, 40 %of cross sectional area82.1 ft. MWM - Water Mark, 60 %of cross sectional area87.7 ft. SSS - Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE119 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG130.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE130.4 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG130.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR130.4 ft. MWL - Water Level, 10 %of cross sectional area130.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE130.4 ft. MWM - Water Mark, 20 %of cross sectional area130.4 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AQG130.4 ft. SRC - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR149.5 ft. SRC - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR162.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR162.4 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CFIRCUM REBAR169.6 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR248.6 ft. SRC - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR248.6 ft. SRC - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR325.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR361.9 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR492.9 ft. MGO - General Observation - FLOW METER BAND492.9 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR493.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG493.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE493.8 ft. AMH - Downstream Manhole, Survey Ends - 4:30AM

Observation photos (14)

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

    2 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - 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

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR POSSIBLE MISSING FRIST 2'

    2 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR POSSIBLE MISSING FRIST 2'

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

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

  • Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    87.7 ft. - Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

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

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

  • Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    130.4 ft. - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

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

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

  • Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    162.4 ft. - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

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

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

    169.6 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    325.9 ft. - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

  • General Observation - FLOW METER BAND

    492.9 ft. - General Observation - FLOW METER BAND

All inspections of P11489Work order 0880100

Observations (38)

DistanceCodeObservation
119SAMSEVERE AGG
2SRCLONG & CIRCUM REBAR
493.8AMH4:30AM
82.1MWM—
2SSSBLISTERING PEELING CONCRETE
130.4SSSBLISTERING PEELING CONCRETE
149.5SRCCIRCUM REBAR
361.9SRCLONG & CIRCUM REBAR
0AMH3:30AM
130.4SAMSEVERE AGG
0MWL—
248.6SRCCIRCUM REBAR
17.5SRCLONG & CIRCUM REBAR
25.8DSZROCKS
2SRCLONG & CIRCUM REBAR POSSIBLE MISSING FRIST 2'
492.9MGOFLOW METER BAND
130.4SRCCIRCUM REBAR
2DSZROCKS
248.6SRCCIRCUM REBAR
17.5SAMSEVERE AGG
42.4MWL—
42.4MWM—
325.9SRCLONG CIRCUM REBAR
492.9SRCCIRCUM REBAR
130.4MWL—
130.4SSSBLISTERING PEELING CONCRETE
169.6SRCLONG & CIRCUM REBAR
130.4MWM—
130.4SAMSEVERE AQG
0MWM—
162.4SRCCIRCUM REBAR
87.7SSSPEELING CONCRETE
493.2SAMSEVERE AGG
130.4SRCCIRCUM REBAR
0MGOConn. @ Mh, 3 O' Clock. Active
162.4SRCCFIRCUM REBAR
2SAMSEVERE AGG
493.2SSSBLISTERING PEELING CONCRETE

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2021-04-26T02:49:57-07:00
documentation
MARTIN,OLIVER 111,BARR
is_lateral_inspection
false