Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 4, 2020, 12:24 PM

  • J 0058_J 0057_242020_043918.mp4

Date
02/04/2020
W/O
0808067
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00062
PipeID
P11635
Time
4:24 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1347
Sewer Name
J JOINT OUTFALL J - UNIT 2C
City
LOMITA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
32
Purpose
Capital Improvement Program Assesment
Project
20200204MDM_JOINT_OUYFALL_J_UNIT_2C
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Upstream MH
J 0058
Downstream MH
J 0057
Dir. of Survey
Downstream
Length Surveyed
591.8 ft.
Total Length
591.8 ft.
Structural Index
4
Structural Quick
5542
Structural Rating
35
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
35
Pipe schematic from manhole J 0058 to J 0057
MH: J 0058MH: J 0057downstream0 ft. AMH - Upstream Manhole, Survey Begins - 4:35AM0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERIG FLAKING CONCRETE2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. MGO - General Observation - MAG COAT 70% START4.9 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR UNDER MAG COAT18.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG96.8 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR180.2 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR209 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 6" - Active305.7 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR320.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR423.7 ft. MGO - General Observation - 60% MAG COAT START591.5 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG591.5 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR SPORATIC591.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING FLAKING CONCRETE591.8 ft. AMH - Downstream Manhole, Survey Ends - 5:20AM

Observation photos (9)

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

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERIG FLAKING 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

  • General Observation - MAG COAT 70% START

    2 ft. - General Observation - MAG COAT 70% START

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

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

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    18.3 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    96.8 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    180.2 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    305.7 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    320.2 ft. - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P11635Work order 0808067

Observations (18)

DistanceCodeObservation
591.8AMH5:20AM
2SSSBLISTERIG FLAKING CONCRETE
591.5SAMSEVERE AGG
0AMH4:35AM
209TFAActive
591.5SRCLONG CIRCUM REBAR SPORATIC
0MWM—
2SAMSEVERE AGG
96.8SRCLONG REBAR
305.7SRCLONG REBAR
591.5SSSBLISTERING FLAKING CONCRETE
320.2SRCCIRCUM REBAR
2MGOMAG COAT 70% START
180.2SRCLONG REBAR
423.7MGO60% MAG COAT START
0MWL—
4.9SRCCIRCUM REBAR UNDER MAG COAT
18.3SAMSEVERE AGG

Properties (6)

custom_field_three
LONG CIRCUM REBAR CORRODED SPORATIC
custom_field_two
2
customer
LACSD
datetime
2020-02-04T04:24:28-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false