Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 27, 2018, 08:26 AM

  • 18 0470_18 0469_11272018_003504.mp4

Date
11/27/2018
W/O
O740960
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00691
PipeID
P14324
Time
12:26 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1062
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
NRCP
Shape
Circular
Height
21 in.
Upstream MH
18 0470
Downstream MH
18 0469
Dir. of Survey
Downstream
Length Surveyed
90.3 ft.
Total Length
90.3 ft.
Structural Index
3
Structural Quick
4122
Structural Rating
8
O&M Index
5
O&M Quick
5141
O&M Rating
9
Overall Index
3
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 18 0470 to 18 0469
MH: 18 0470MH: 18 0469downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:30AM0 ft. MWM - Water Mark, 40 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. MGO - General Observation - MAG COAT 80% START 9:00 TO 3:002 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED9.7 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open45.2 ft. MWM - Water Mark, 70 %of cross sectional area62.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open62.8 ft. MWL - Water Level, 50 %of cross sectional area71.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active81.6 ft. SSS - Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERTE AGG ATTACHED81.6 ft. MGP - General Photograph - PEELED CONCRETE90.3 ft. MGO - General Observation - MAG COAT 80% FINISH90.3 ft. DSC - Deposits Settled Compacted, 50 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES(XX) - POSSIBLE PEELIING CONCRETE90.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG90.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEEL;ING CPNCRETE SEVERE AGG ATTACHED90.3 ft. MSA - Survey Abandoned(XX) - 50% DEBRIE

Observation photos (7)

  • 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

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

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

  • 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

  • Water Mark, 70 %of cross sectional area

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

  • Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERTE AGG ATTACHED

    81.6 ft. - Surface Spalling, from 09 to 12 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERTE AGG ATTACHED

  • General Photograph - PEELED CONCRETE

    81.6 ft. - General Photograph - PEELED CONCRETE

  • Deposits Settled Compacted, 50 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES(XX) - POSSIBLE PEELIING CONCRETE

    90.3 ft. - Deposits Settled Compacted, 50 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES(XX) - POSSIBLE PEELIING CONCRETE

All inspections of P14324Work order O740960

Observations (18)

DistanceCodeObservation
81.6SSSPEELING CONCRETE SEVERTE AGG ATTACHED
9.7TFOpen
90.3MGOMAG COAT 80% FINISH
90.3DSCPOSSIBLE PEELIING CONCRETE
0MWL—
90.3SAMSEVERE AGG
0AMH12:30AM
81.6MGPPEELED CONCRETE
71.5TFActive
62.8TFOpen
90.3SSSPEEL;ING CPNCRETE SEVERE AGG ATTACHED
45.2MWM—
0MWM—
2SAMSEVERE AGG
2MGOMAG COAT 80% START 9:00 TO 3:00
62.8MWL—
2SSSPEELING CONCRETE SEVERE AGG ATTACHED
90.3MSA50% DEBRIE

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
2
customer
LACSD
datetime
2018-11-27T00:26:18-08:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false