Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 27, 2022, 07:35 AM

  • J 0396_J 0395_4272022_011812.mp4

Date
04/27/2022
W/O
0941774
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00057
PipeID
P21088
Time
12:35 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H3073
Sewer Name
J JOINT OUTFALL J - UNIT 1E
City
PALO VERDES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
46
Purpose
Capital Improvement Program Assesment
Project
20220427MDM_JOINT_OUTFALL_J_UNIT_1E
Material
Vitrified Clay Pipe
Shape
Circular
Height
27 in.
Upstream MH
J 0396
Downstream MH
J 0395
Dir. of Survey
Downstream
Length Surveyed
360.8 ft.
Total Length
360.8 ft.
Structural Index
2
Structural Quick
322D
Structural Rating
54
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
58
Pipe schematic from manhole J 0396 to J 0395
MH: J 0396MH: J 0395downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:15 AM2 ft. MGO - General Observation - OLD MAG COAT 60%22.7 ft. MGO - General Observation - MAG COAT 90%29.4 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, - SLIGHT47.5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT48.6 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: NO - HAIRLINE62.3 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - H82.9 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - SL102 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - SL113.9 ft. FC - Fracture Circumferential, from 12 to 04 o'clock, within 8 inches of joint: YES - SL113.9 ft. FC - Fracture Circumferential, from 08 to 12 o'clock, within 8 inches of joint: YES - SL126.1 ft. FC - Fracture Circumferential, from 12 to 04 o'clock, within 8 inches of joint: YES - SL158.6 ft. FC - Fracture Circumferential, from 12 to 04 o'clock, within 8 inches of joint: YES - SL158.6 ft. FC - Fracture Circumferential, from 08 to 12 o'clock, within 8 inches of joint: YES - SL162.3 ft. FC - Fracture Circumferential, from 01 to 04 o'clock, within 8 inches of joint: YES - SL180.9 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL193.1 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL193.1 ft. MGP - General Photograph - LONG SLIGHT FRACTURE 12:00199.1 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL199.1 ft. FC - Fracture Circumferential, from 01 to 04 o'clock, within 8 inches of joint: YES - SL228.7 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL242.5 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - H242.5 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL251.5 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H284.3 ft. FC - Fracture Circumferential, from 07 to 12 o'clock, within 8 inches of joint: YES326.6 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SL329.4 ft. MWM - Water Mark, 70 %of cross sectional area329.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish - SLIGHT337.7 ft. SSS - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - POSSIBLE PEELING VCP337.7 ft. SSS - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - POSSIBLE PEELING VCP UNDER MAG COAT337.7 ft. SSS - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE PEELING VCP UNDER MAG COAT340.5 ft. SSS - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - POSSIBLE BLISTERING PEELING VCP UNDER MAG COAT360.3 ft. SSS - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE PEELING VCP UNDER MAG COAT360.3 ft. SSS - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE PEELING VCP UNDER MAG COAT360.8 ft. AMH - Downstream Manhole, Survey Ends - 2:20AM

Observation photos (10)

  • General Observation - OLD MAG COAT 60%

    2 ft. - General Observation - OLD MAG COAT 60%

  • General Observation - MAG COAT 90%

    22.7 ft. - General Observation - MAG COAT 90%

  • Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, - SLIGHT

    29.4 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, - SLIGHT

  • General Photograph - LONG SLIGHT FRACTURE 12:00

    193.1 ft. - General Photograph - LONG SLIGHT FRACTURE 12:00

  • Fracture Circumferential, from 07 to 12 o'clock, within 8 inches of joint: YES

    284.3 ft. - Fracture Circumferential, from 07 to 12 o'clock, within 8 inches of joint: YES

  • Water Mark, 70 %of cross sectional area

    329.4 ft. - Water Mark, 70 %of cross sectional area

  • Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - POSSIBLE PEELING VCP

    337.7 ft. - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - POSSIBLE PEELING VCP

  • Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - POSSIBLE PEELING VCP UNDER MAG COAT

    337.7 ft. - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - POSSIBLE PEELING VCP UNDER MAG COAT

  • Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE PEELING VCP UNDER MAG COAT

    337.7 ft. - Surface Spalling, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE PEELING VCP UNDER MAG COAT

  • Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - POSSIBLE BLISTERING PEELING VCP UNDER MAG COAT

    340.5 ft. - Surface Spalling, from 08 to 10 o'clock, within 8 inches of joint: NO - POSSIBLE BLISTERING PEELING VCP UNDER MAG COAT

All inspections of P21088Work order 0941774

Observations (37)

DistanceCodeObservation
82.9FCSL
337.7SSSPOSSIBLE PEELING VCP
337.7SSSPOSSIBLE PEELING VCP UNDER MAG COAT
48.6FCHAIRLINE
162.3FCSL
340.5SSSPOSSIBLE BLISTERING PEELING VCP UNDER MAG COAT
193.1FCSL
242.5FCH
251.5FCH
0MWM—
360.8AMH2:20AM
0MWL—
158.6FCSL
242.5FCSL
29.4FLSLIGHT
360.3SSSPOSSIBLE PEELING VCP UNDER MAG COAT
158.6FCSL
180.9FCSL
22.7MGOMAG COAT 90%
337.7SSSPOSSIBLE PEELING VCP UNDER MAG COAT
126.1FCSL
2MGOOLD MAG COAT 60%
113.9FCSL
193.1MGPLONG SLIGHT FRACTURE 12:00
199.1FCSL
0AMH1:15 AM
326.6FCSL
360.3SSSPOSSIBLE PEELING VCP UNDER MAG COAT
47.5FLSLIGHT
228.7FCSL
199.1FCSL
329.4MWM—
329.4FLSLIGHT
62.3FCH
102FCSL
113.9FCSL
284.3FC—

Properties (7)

custom_field_three
SLIGHT FRACTURE JOINT TO JOINT LONGER(SPALLING?)
custom_field_two
2
customer
LACSD
datetime
2022-04-27T00:35:13-07:00
documentation
MARTIN,REVELES,OLIVER 111
is_lateral_inspection
false
year_laid
19950221