Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 8, 2022, 11:28 AM

  • F 0024_F 0023_882022_043036.mp4

Date
08/08/2022
W/O
0962090
Weather
Dry
Operator/Surveyor
MMARTIN
Sewer ID
Z00033
PipeID
P10114
Time
4:28 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H3168
Sewer Name
F JOINT OUTFALL F - UNIT 1
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
01
Purpose
Capital Improvement Program Assesment
Project
20220804MDM_JOINT_OUTFALL_F_UNIT_1
Material
Reinforced Concrete Pipe
Shape
Circular
Height
69 in.
Upstream MH
F 0024
Downstream MH
F 0023
Dir. of Survey
Downstream
Length Surveyed
470.8 ft.
Total Length
470.8 ft.
Structural Index
4
Structural Quick
5541
Structural Rating
31
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
31
Pipe schematic from manhole F 0024 to F 0023
MH: F 0024MH: F 0023downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:45AM2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 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. MGO - General Observation - MAG COAT 20%2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG13 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR57.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CIRCUM REBAR214.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - LONG CIRCUM REBAR215 ft. MGP - General Photograph - LONG REBAR422.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR470.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR CORRODED MISSING470.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE470.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR470.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG470.8 ft. AMH - Downstream Manhole, Survey Ends - 5:15AM

Observation photos (9)

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

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 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

  • General Observation - MAG COAT 20%

    2 ft. - General Observation - MAG COAT 20%

  • 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 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

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

    57.5 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

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

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

  • General Photograph - LONG REBAR

    215 ft. - General Photograph - LONG REBAR

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

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

All inspections of P10114Work order 0962090

Observations (17)

DistanceCodeObservation
214.3SRCLONG CIRCUM REBAR
13SRCCIRCUM REBAR
2SRCCIRCUM REBAR
0MWL—
2SSSBLISTERING PEELING CONCRETE
2MGOMAG COAT 20%
422.9SRCBROKEN MISSING REBAR
2SAMSEVERE AGG
215MGPLONG REBAR
470.8AMH5:15AM
470.3SRCLONG CIRCUM REBAR CORRODED MISSING
0MWM—
470.3SSSBLISTERING PEELING CONCRETE
470.3SRCLONG CIRCUM REBAR
0AMH4:45AM
57.5SRCCIRCUM REBAR
470.3SAMSEVERE AGG

Properties (6)

custom_field_three
LONG CIRCUM REBAR CORRODED MISSING
custom_field_two
1
customer
LACSD
datetime
2022-08-08T04:28:39-07:00
documentation
MARTIN,OLIVER 111,BRAR,
is_lateral_inspection
false