Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 13, 2018, 07:25 AM

  • C 0339_C 0338_7132018_003801.mp4

Date
07/13/2018
W/O
0716531
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00138
PipeID
P09802
Time
12:25 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0933
Sewer Name
C JOINT OUTFALL C - UNIT 7B
City
HAWAIIAN GARDENS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
08
Purpose
Capital Improvement Program Assesment
Project
20180713MDM_JOINT_OUTFALL_C_UNIT_7B
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Upstream MH
C 0338
Downstream MH
C 0339
Dir. of Survey
Upstream
Length Surveyed
319.6 ft.
Total Length
319.6 ft.
Structural Index
4
Structural Quick
5141
Structural Rating
14
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
14
Pipe schematic from manhole C 0338 to C 0339
MH: C 0338MH: C 0339upstream0 ft. AMH - Upstream Manhole, Survey Ends - 1:05AM0.6 ft. MGO - General Observation - MAG COAT 80% FINISH0.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE0.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG7.5 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG13.1 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR201.8 ft. SAV - Surface Aggregate Visible, from 12 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG206.8 ft. MGO - General Observation - MAG COAT 80% START308.9 ft. MGO - General Observation - MAG COAT 60% START317.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT319.6 ft. MWL - Water Level, 0 %of cross sectional area - NO FLOW319.6 ft. AMH - Downstream Manhole, Survey Begins - 12:35AM319.6 ft. MWM - Water Mark, 40 %of cross sectional area

Observation photos (6)

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • General Observation - MAG COAT 60% START

    10.7 ft. - General Observation - MAG COAT 60% START

  • General Observation - MAG COAT 80% START

    112.8 ft. - General Observation - MAG COAT 80% START

  • Surface Aggregate Visible, from 12 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

    117.8 ft. - Surface Aggregate Visible, from 12 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    306.5 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    312.1 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

All inspections of P09802Work order 0716531

Observations (13)

DistanceCodeObservation
319.6AMH1:05AM
0MWLNO FLOW
319MGOMAG COAT 80% FINISH
117.8SAVSEVERE AGG
306.5SRVCIRCUM REBAR
0AMH12:35AM
312.1SAMSEVERE AGG
0MWM—
112.8MGOMAG COAT 80% START
10.7MGOMAG COAT 60% START
319SSSBLISTERING PEELING CONCRETE
319SAMSEVERE AGG
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT

Properties (7)

additional_info
REVERSE INSPECTION
custom_field_three
CIRCUM REBAR VISIBLE
custom_field_two
2
customer
LACSD
datetime
2018-07-13T00:25:09-07:00
documentation
MARTIN,REVELES,OLIVER 111,YOUNG
is_lateral_inspection
false