Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 31, 2022, 08:47 AM

  • G 0117_G 0116_1312022_022519.mp4

Date
01/31/2022
W/O
0937398
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01445
Time
12:47 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H2096
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 0117
Downstream MH
G 0116
Dir. of Survey
Downstream
Length Surveyed
527.9 ft.
Total Length
527.9 ft.
Structural Index
4
Structural Quick
5441
Structural Rating
26
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
31
Pipe schematic from manhole G 0117 to G 0116
MH: G 0117MH: G 0116downstream0 ft. MWM - Water Mark, 90 %of cross sectional area0 ft. MWL - Water Level, 80 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:10AM0 ft. MGO - General Observation - 80%MISSING TILES START2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR CORRODE & MISSING2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG6.7 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED MISSING LONG CIRCUM REBAR-CORRISON BEYOUND REBAR9.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CORRISON BEYOUND REBAR189.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR303.8 ft. MGO - General Observation - 95% MISSING TILES389.2 ft. MGO - General Observation - 50% MISSING TILES START527.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CORRISON BEYOUND REBAR527.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR CORRODED & MISSING527.3 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG527.3 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE527.9 ft. AMH - Downstream Manhole, Survey Ends - 2:50AM

Observation photos (9)

  • General Observation - 80%MISSING TILES START

    0 ft. - General Observation - 80%MISSING TILES START

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

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

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 10 to 02 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: NO - CORRODED MISSING LONG CIRCUM REBAR-CORRISON BEYOUND REBAR

    6.7 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED MISSING LONG CIRCUM REBAR-CORRISON BEYOUND REBAR

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

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

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

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

  • General Observation - 95% MISSING TILES

    303.8 ft. - General Observation - 95% MISSING TILES

  • General Observation - 50% MISSING TILES START

    389.2 ft. - General Observation - 50% MISSING TILES START

All inspections of P01445Work order 0937398

Observations (17)

DistanceCodeObservation
0MWM—
389.2MGO50% MISSING TILES START
527.3SRCCORRISON BEYOUND REBAR
527.3SRCLONG CIRCUM REBAR CORRODED & MISSING
2SRCLONG CIRCUM REBAR CORRODE & MISSING
0MWL—
9.3SRCCORRISON BEYOUND REBAR
527.3SAMSEVERE AGG
527.3SSSBLISTERING PEELING CONCRETE
189.1SRCCORRODED MISSING REBAR
2SSSBLISTERING PEELING CONCRETE
0AMH2:10AM
6.7SRCCORRODED MISSING LONG CIRCUM REBAR-CORRISON BEYOUND REBAR
0MGO80%MISSING TILES START
2SAMSEVERE AGG
527.9AMH2:50AM
303.8MGO95% MISSING TILES

Properties (6)

custom_field_three
LONG CIRCUM REBAR MISSING -CORRISON BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2022-01-31T00:47:47-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false