Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 26, 2018, 01:10 PM

  • 18 0470_18 0469_11262018_053640.mp4

Date
11/26/2018
W/O
O740960
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00691
PipeID
P14324
Time
5:10 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 0470
Downstream MH
18 0469
Dir. of Survey
Downstream
Length Surveyed
124.9 ft.
Total Length
124.9 ft.
Structural Index
3
Structural Quick
4121
Structural Rating
6
O&M Index
5
O&M Quick
5200
O&M Rating
10
Overall Index
4
Overall Quick
—
Overall Rating
16
Pipe schematic from manhole 18 0470 to 18 0469
MH: 18 0470MH: 18 0469downstream0 ft. AMH - Upstream Manhole, Survey Begins - 5:30AM0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area2 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 ATTACHED2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG11 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open35 ft. MWM - Water Mark, 80 %of cross sectional area47.4 ft. MWL - Water Level, 50 %of cross sectional area63.5 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open72.7 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Active81.6 ft. MGP - General Photograph - PEELING CONCRETE122.1 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open124.2 ft. DSZ - Deposits Settled Other, 55 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES - ROCKS RAGS GREASE124.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG124.2 ft. MGO - General Observation - MAG COAT 80% FINISH124.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE SEVRE AGG ATTACHED124.9 ft. AMH - Downstream Manhole, Survey Ends( COMPLETED WITH REVERSE INSPECTION) - 5:50AM(COMPLETED WITH REVERSE INSPECTION

Observation photos (5)

  • 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

  • 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

  • Water Mark, 80 %of cross sectional area

    35 ft. - Water Mark, 80 %of cross sectional area

  • General Photograph - PEELING CONCRETE

    81.6 ft. - General Photograph - PEELING CONCRETE

All inspections of P14324Work order O740960

Observations (18)

DistanceCodeObservation
2MGOMAG COAT 80% START 9:00 TO 3:00
124.2DSZROCKS RAGS GREASE
47.4MWL—
35MWM—
124.2SAMSEVERE AGG
124.2MGOMAG COAT 80% FINISH
124.9AMH5:50AM(COMPLETED WITH REVERSE INSPECTION
0AMH5:30AM
63.5TFOpen
0MWM—
0MWL—
122.1TFOpen
2SSSPEELING CONCRETE SEVERE AGG ATTACHED
124.2SSSPEELING CONCRETE SEVRE AGG ATTACHED
72.7TFActive
2SAMSEVERE AGG
81.6MGPPEELING CONCRETE
11TFOpen

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
2
customer
LACSD
datetime
2018-11-26T05:10:39-08:00
documentation
MARTIN,OLIVER 111,BRAR
is_lateral_inspection
false