Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 1, 2022, 10:31 AM
  • G 0115_G 0114_212022_031644.mp4

Date
02/01/2022
W/O
0937398
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01442
Time
2:31 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 0115
Downstream MH
G 0114
Dir. of Survey
Downstream
Length Surveyed
300.9 ft.
Total Length
300.9 ft.
Structural Index
5
Structural Quick
5641
Structural Rating
36
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
Overall Rating
40
Pipe schematic from manhole G 0115 to G 0114
MH: G 0115MH: G 0114downstream0 ft. MWM - Water Mark, 70 %of cross sectional area0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active0 ft. AMH - Upstream Manhole, Survey Begins - 3:15AM2 ft. MGO - General Observation - TILES 60% MISSING UNDER MAG COAT2 ft. MGO - General Observation - MAG COAT 90%2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG22.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR BROKEN MISSING34.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR IN FLOW57 ft. MGO - General Observation - FRESH FALLEN TILES93.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - FALLEN REBAR IN FLOW99.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - FALLEN REBAR101 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CORROSON BEYOUND REBAR131.5 ft. MGO - General Observation - TILES 99% MISSING149.3 ft. MGO - General Observation - HANGING REBAR262.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - FALLEN TILES IN FLOW300 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE300 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CORROSON BEYOUND REBAR300 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG300 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR BROKEN MISSING300.9 ft. AMH - Downstream Manhole, Survey Ends - 3:50AM

Observation photos (13)

  • General Observation - TILES 60% MISSING UNDER MAG COAT

    2 ft. - General Observation - TILES 60% MISSING UNDER MAG COAT

  • General Observation - MAG COAT 90%

    2 ft. - General Observation - MAG COAT 90%

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

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

  • Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR IN FLOW

    34.3 ft. - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR IN FLOW

  • General Observation - FRESH FALLEN TILES

    57 ft. - General Observation - FRESH FALLEN TILES

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

    93.6 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - FALLEN REBAR IN FLOW

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

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

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

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

  • General Observation - TILES 99% MISSING

    131.5 ft. - General Observation - TILES 99% MISSING

  • General Observation - HANGING REBAR

    149.3 ft. - General Observation - HANGING REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - FALLEN TILES IN FLOW

    262.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - FALLEN TILES IN FLOW

Observations (22)

DistanceCodeObservation
0MWM
34.3SRCBROKEN REBAR IN FLOW
2MGOTILES 60% MISSING UNDER MAG COAT
101SRCCORROSON BEYOUND REBAR
99.3SRCFALLEN REBAR
0MWL
22.9SRCLONG CIRCUM REBAR BROKEN MISSING
300SSSBLISTERING PEELING CONCRETE
2MGOMAG COAT 90%
93.6SRCFALLEN REBAR IN FLOW
300SRCCORROSON BEYOUND REBAR
57MGOFRESH FALLEN TILES
300SAMSEVERE AGG
131.5MGOTILES 99% MISSING
0MGOConn. @ Mh, 9 O' Clock. Active
2SSSBLISTERING PEELING CONCRETE
262.6SRCFALLEN TILES IN FLOW
0AMH3:15AM
300.9AMH3:50AM
300SRCLONG CIRCUM REBAR BROKEN MISSING
2SAMSEVERE AGG
149.3MGOHANGING REBAR

Properties (6)

custom_field_three
LONG CIRCUM REBAR MISSING - CORROSON BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2022-02-01T02:31:05-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false