Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 19, 2020, 11:12 AM
  • F 0206_F 0205_8192020_042013.mp4

Date
08/19/2020
W/O
0838782
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00048
PipeID
P10336
Time
4:12 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H1539
Sewer Name
F JOINT OUTFALL F - UNIT 7F
City
CERRITOS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
38
Purpose
Capital Improvement Program Assesment
Project
20200818MDM_JOINT_OUTFALL_UNIT_7F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Upstream MH
F 0206
Downstream MH
F 0205
Dir. of Survey
Downstream
Length Surveyed
367.7 ft.
Total Length
367.7 ft.
Structural Index
2
Structural Quick
2200
Structural Rating
4
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
Overall Rating
4
Pipe schematic from manhole F 0206 to F 0205
MH: F 0206MH: F 0205downstream0 ft. AMH - Upstream Manhole, Survey Begins - 4:20AM0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area2 ft. MGO - General Observation - GREASE COAT ON MAG COAT FROM HOT SEWAGE2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG GREASE COAT2 ft. MGO - General Observation - MAG COAT 80% START39.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Capped117 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE133.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Capped241.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Capped300 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Capped367.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE UNDER MAG GREASE COAT367.5 ft. MGO - General Observation - GREASE COAT ON PIPE FROM HOT SEWAGE367.5 ft. MGO - General Observation - MAG COAT 80% FINISH367.7 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM

Observation photos (4)

  • General Observation - GREASE COAT ON MAG COAT FROM HOT SEWAGE

    2 ft. - General Observation - GREASE COAT ON MAG COAT FROM HOT SEWAGE

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG GREASE COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG GREASE COAT

  • General Observation - MAG COAT 80% START

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

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

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

Observations (15)

DistanceCodeObservation
2MGOGREASE COAT ON MAG COAT FROM HOT SEWAGE
367.7AMH5:00AM
2SSSBLISTERING PEELING CONCRETE UNDER MAG GREASE COAT
2MGOMAG COAT 80% START
0AMH4:20AM
0MWM
133.8TFCCapped
367.5SSSBLISTERING PEELING CONCRETE UNDER MAG GREASE COAT
241.4TFCCapped
39.9TFCCapped
0MWL
367.5MGOGREASE COAT ON PIPE FROM HOT SEWAGE
117SSSPEELING CONCRETE
367.5MGOMAG COAT 80% FINISH
300TFCCapped

Properties (6)

custom_field_three
BLISTERING PEELING CONCRETE UNDER MAG GREASE COAT
custom_field_two
3
customer
LACSD
datetime
2020-08-19T04:12:15-07:00
documentation
MARTIN,OLIVER 111,BARR,CASTILLO
is_lateral_inspection
false