Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 28, 2022, 07:36 AM

  • J 0242_J 0241_4282022_011045.mp4

Date
04/28/2022
W/O
0941774
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00057
PipeID
P11488
Time
12:36 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H3074
Sewer Name
J JOINT OUTFALL J - UNIT 1E
City
PALO 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
20220427MDM_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
455.8 ft.
Total Length
455.8 ft.
Structural Index
5
Structural Quick
5A41
Structural Rating
63
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
4
Overall Quick
—
Overall Rating
65
Pipe schematic from manhole J 0242 to J 0241
MH: J 0242MH: J 0241downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 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 08 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR13.2 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR25.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE32.9 ft. SRC - Surface Reinforcement Corroded, from 12 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR36.7 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR42.1 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR64 ft. SRC - Surface Reinforcement Corroded, from 04 to 08 o'clock, within 8 inches of joint: YES - CIRCUM REBAR UNDER FLOW64 ft. MWL - Water Level, 5 %of cross sectional area64 ft. SRC - Surface Reinforcement Corroded, from 04 to 08 o'clock, within 8 inches of joint: YES, Start - POSSIBLE CIRCUM REBAR65.3 ft. MGP - General Photograph - POSSIBLE REBAR UNDER FLOW65.3 ft. MGP - General Photograph - POSSIBLE REBAR UNDER FLOW67 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR UNDER FL;OW104.5 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: YES, Start - LONG REBAR135.9 ft. SRC - Surface Reinforcement Corroded, from 04 to 08 o'clock, within 8 inches of joint: NO - CIRCUM REBAR140.6 ft. MWL - Water Level, 10 %of cross sectional area168.2 ft. SRC - Surface Reinforcement Corroded, from 12 to 04 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR168.2 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: YES, Finish - LONG REBAR168.2 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES - CIRCUM REBAR222.7 ft. DSGV - Deposits Settled Gravel, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start245.4 ft. SRC - Surface Reinforcement Corroded, from 04 to 08 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR245.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Finish455.2 ft. DSGV - Deposits Settled Gravel, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish455.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG455.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE455.2 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN455.8 ft. AMH - Downstream Manhole, Survey Ends - 2:10AM

Observation photos (15)

  • Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - 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

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

  • Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    8 ft. - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

    25.4 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE

  • Surface Reinforcement Corroded, from 12 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    32.9 ft. - Surface Reinforcement Corroded, from 12 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    36.7 ft. - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

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

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

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

    64 ft. - Surface Reinforcement Corroded, from 04 to 08 o'clock, within 8 inches of joint: YES - CIRCUM REBAR UNDER FLOW

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

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

  • General Photograph - POSSIBLE REBAR UNDER FLOW

    65.3 ft. - General Photograph - POSSIBLE REBAR UNDER FLOW

  • General Photograph - POSSIBLE REBAR UNDER FLOW

    65.3 ft. - General Photograph - POSSIBLE REBAR UNDER FLOW

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR UNDER FL;OW

    67 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR UNDER FL;OW

  • Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

    104.5 ft. - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

  • Surface Reinforcement Corroded, from 04 to 08 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    135.9 ft. - Surface Reinforcement Corroded, from 04 to 08 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P11488Work order 0941774

Observations (32)

DistanceCodeObservation
67SRCPOSSIBLE REBAR UNDER FL;OW
42.1SRCCIRCUM REBAR
140.6MWL—
36.7SRCCIRCUM REBAR
2SRCCIRCUM REBAR
455.8AMH2:10AM
65.3MGPPOSSIBLE REBAR UNDER FLOW
455.2DSGV—
245.4SRCCIRCUM REBAR
0MWM—
0AMH12:55AM
455.2SAMSEVERE AGG
2SSSBLISTERING PEELING CONCRETE
104.5SRCLONG REBAR
64SRCCIRCUM REBAR UNDER FLOW
64MWL—
168.2SRCCIRCUM REBAR
64SRCPOSSIBLE CIRCUM REBAR
13.2SRCCIRCUM REBAR
168.2SRCLONG REBAR
455.2SSSBLISTERING PEELING CONCRETE
455.2MGOConn. @ Mh, 9 O' Clock. OPEN
8SRCCIRCUM REBAR
0MWL—
168.2SRCCIRCUM REBAR
25.4SSSBLISTERING PEELING CONCRETE
2SAMSEVERE AGG
135.9SRCCIRCUM REBAR
222.7DSGV—
65.3MGPPOSSIBLE REBAR UNDER FLOW
32.9SRCCIRCUM REBAR
245.4SRC—

Properties (6)

custom_field_three
POSSIBLE CORRODED CIRCUM REBAR UNDER FLOW
custom_field_two
2
customer
LACSD
datetime
2022-04-28T00:36:30-07:00
documentation
MARTIN,REVELES,IGNACIO
is_lateral_inspection
false