Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 28, 2021, 07:39 AM

  • J 0242_J 0241_4282021_011225.mp4

Date
04/28/2021
W/O
0879983
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00057
PipeID
P11488
Time
12:39 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1789
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
20210428MDM_JOINT_OUTFALL_J_UNIT_1E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
J 0242
Downstream MH
J 0241
Dir. of Survey
Downstream
Length Surveyed
459.6 ft.
Total Length
459.6 ft.
Structural Index
4
Structural Quick
5542
Structural Rating
37
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
37
Pipe schematic from manhole J 0242 to J 0241
MH: J 0242MH: J 0241downstream0 ft. MWLS - Water Level, Sag in pipe, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM0 ft. MWL - Water Level, 40 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR2 ft. MWM - Water Mark, 40 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE3.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG17.4 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG17.4 ft. MWM - Water Mark, 30 %of cross sectional area17.4 ft. MWL - Water Level, 10 %of cross sectional area35.9 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR35.9 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR & LONG REBAR62.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR112.6 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR194.9 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR194.9 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR459.6 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG459.6 ft. AMH - Downstream Manhole, Survey Ends - 1:55AM459.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE

Observation photos (8)

  • Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

    2 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, Start - SEVERE AGG

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

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

    17.4 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, Start - CIRCUM REBAR

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

  • Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR & LONG REBAR

    35.9 ft. - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR & LONG REBAR

  • Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    62.4 ft. - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

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

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

All inspections of P11488Work order 0879983

Observations (19)

DistanceCodeObservation
0MWLS—
194.9SRCLONG & CIRCUM REBAR
3.1SAMSEVERE AGG
17.4SAMSEVERE AGG
459.6SAMSEVERE AGG
2SRCCIRCUM REBAR
0AMH12:55AM
62.4SRCLONG & CIRCUM REBAR
35.9SRCCIRCUM REBAR
194.9SRCCIRCUM REBAR
17.4MWM—
17.4MWL—
112.6SRCCIRCUM REBAR
459.6AMH1:55AM
2MWM—
459.6SSSBLISTERING PEELING CONCRETE
0MWL—
35.9SRCCIRCUM REBAR & LONG REBAR
2SSSBLISTERING PEELING CONCRETE

Properties (6)

custom_field_three
LONG & CIRCUM REBAR PROJECTING
custom_field_two
2
customer
LACSD
datetime
2021-04-28T00:39:21-07:00
documentation
MARTIN,OLIVER 111,CASTILLO,BARR
is_lateral_inspection
false