Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 26, 2018, 10:45 AM

  • 18 0470_18 0469_11262018_031443.mp4

Date
11/26/2018
W/O
O740960
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00691
PipeID
P14324
Time
2:45 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1061
Sewer Name
18 NORTH PLANT OUTFALL TRUNK
City
WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
14
Purpose
Capital Improvement Program Assesment
Project
20181126MDM_NORTH_PLANT_OUTFALL_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
18 0469
Downstream MH
18 0470
Dir. of Survey
Upstream
Length Surveyed
176.8 ft.
Total Length
176.8 ft.
Structural Index
3
Structural Quick
4224
Structural Rating
16
O&M Index
5
O&M Quick
5241
O&M Rating
14
Overall Index
3
Overall Quick
—
Overall Rating
30
Pipe schematic from manhole 18 0469 to 18 0470
MH: 18 0469MH: 18 0470upstream0 ft. MSA - Survey Abandoned - 55% DEBRIE0.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE SEVERE AGG ATTACHED0.6 ft. MGO - General Observation - MAG COAT 50% FINISH0.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.7 ft. DSC - Deposits Settled Compacted, 60 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO0.7 ft. DSZ - Deposits Settled Other, 60 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES - ROCKS RAGS GREASE44.3 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Open44.4 ft. MGO - General Observation - MAG COAT 50% START63.3 ft. MWM - Water Mark, 20 %of cross sectional area86 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open89.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG98.1 ft. MWM - Water Mark, 40 %of cross sectional area98.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open131.9 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED135.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERE AGG ATTACHED135.7 ft. MWM - Water Mark, 20 %of cross sectional area153 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open165.9 ft. MGO - General Observation - MAG COAT 80% START 9:00 TO 3:00168.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED174.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED174.8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG176.8 ft. AMH - Downstream Manhole, Survey Begins - 3:25AM176.8 ft. MWM - Water Mark, 50 %of cross sectional area176.8 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active176.8 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (10)

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED

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

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

    8 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

  • General Observation - MAG COAT 80% START 9:00 TO 3:00

    10.9 ft. - General Observation - MAG COAT 80% START 9:00 TO 3:00

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

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

  • Water Mark, 20 %of cross sectional area

    41.1 ft. - Water Mark, 20 %of cross sectional area

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

    44.9 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    87.6 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Deposits Settled Compacted, 60 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO

    176.1 ft. - Deposits Settled Compacted, 60 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO

  • Deposits Settled Other, 60 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES - ROCKS RAGS GREASE

    176.1 ft. - Deposits Settled Other, 60 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES - ROCKS RAGS GREASE

All inspections of P14324Work order O740960

Observations (25)

DistanceCodeObservation
41.1SSSPEELING CONCRETE SEVERE AGG ATTACHED
78.7MWM—
0AMH3:25AM
0MWM—
176.2SSSPEELING CONCRETE SEVERE AGG ATTACHED
113.5MWM—
41.1MWM—
2SSSPEELING CONCRETE SEVERE AGG ATTACHED
176.2MGOMAG COAT 50% FINISH
0MGOConn. @ Mh, 3 O' Clock. Active
132.5TFOpen
8SSSPEELING CONCRETE SEVERE AGG ATTACHED
176.2SAMSEVERE AGG
87.6SAMSEVERE AGG
90.8TFOpen
23.8TFOpen
0MWL—
132.4MGOMAG COAT 50% START
44.9SSSPEELING CONCRETE SEVERE AGG ATTACHED
78.7TFOpen
2SAMSEVERE AGG
176.1DSC—
176.1DSZROCKS RAGS GREASE
10.9MGOMAG COAT 80% START 9:00 TO 3:00
176.8MSA55% DEBRIE

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
2
customer
LACSD
datetime
2018-11-26T02:45:13-08:00
documentation
MARTIN,OLIVER 111,BRAR
is_lateral_inspection
false