Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 8, 2021, 09:33 AM

  • B 0184A_B 0184_682021_031540.mp4

Date
06/08/2021
W/O
0891156
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00075
PipeID
P08669
Time
2:33 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1836
Sewer Name
B JOINT OUTFALL B - UNIT 1D
City
PICO RIVERA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
19
Purpose
Capital Improvement Program Assesment
Project
20210608MDM_JOINT_OUTFALL_B_UNIT_1D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Upstream MH
B 0184A
Downstream MH
B 0184
Dir. of Survey
Downstream
Length Surveyed
536.8 ft.
Total Length
536.8 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 B 0184A to B 0184
MH: B 0184AMH: B 0184downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:15AM2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELUNG CONCRETE56.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR64.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR68.5 ft. MGO - General Observation - MAG COAT80% START147.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR223.7 ft. MGO - General Observation - MAG COAT 20%354.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR354.6 ft. MGP - General Photograph - CIRCUM REBAR CORRODED536.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE536.2 ft. MGO - General Observation - MAG COAT 20% FINISH536.2 ft. MGO - General Observation - METER MH STACK536.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG536.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR536.8 ft. AMH - Downstream Manhole, Survey Ends - 4:05AM

Observation photos (10)

  • 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: YES, Start - LONG CIRCUM REBAR

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

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

    8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELUNG CONCRETE

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

    56.2 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: NO - CIRCUM REBAR

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

  • General Observation - MAG COAT80% START

    68.5 ft. - General Observation - MAG COAT80% START

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

    147.1 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: NO - CIRCUM REBAR

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

  • General Photograph - CIRCUM REBAR CORRODED

    354.6 ft. - General Photograph - CIRCUM REBAR CORRODED

  • General Observation - METER MH STACK

    536.2 ft. - General Observation - METER MH STACK

All inspections of P08669Work order 0891156

Observations (19)

DistanceCodeObservation
64.2SRCCIRCUM REBAR
536.2SSSBLISTERING PEELING CONCRETE
147.1SRCCIRCUM REBAR
0MWL—
223.7MGOMAG COAT 20%
8SSSBLISTERING PEELUNG CONCRETE
536.2MGOMAG COAT 20% FINISH
0MWM—
68.5MGOMAG COAT80% START
536.2MGOMETER MH STACK
0AMH3:15AM
354.2SRCCIRCUM REBAR
2SAMSEVERE AGG
354.6MGPCIRCUM REBAR CORRODED
56.2SRCCIRCUM REBAR
2SRCLONG CIRCUM REBAR
536.2SAMSEVERE AGG
536.8AMH4:05AM
536.2SRCLONG & CIRCUM REBAR

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2021-06-08T02:33:46-07:00
documentation
MARTIN,REVELES,BARR,RAMIREZ
is_lateral_inspection
false