Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 27, 2018, 12:40 PM

  • 18 0466_18 0465_11272018_044940.mp4

Date
11/27/2018
W/O
O740960
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00691
PipeID
P14320
Time
4:40 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1063
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.
20
Purpose
Capital Improvement Program Assesment
Project
20181126MDM_NORTH_PLANT_OUTFALL_TRUNK
Material
NRCP
Shape
Circular
Height
21 in.
Upstream MH
18 0466
Downstream MH
18 0465
Dir. of Survey
Downstream
Length Surveyed
294.6 ft.
Total Length
294.6 ft.
Structural Index
5
Structural Quick
5B41
Structural Rating
73
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
73
Pipe schematic from manhole 18 0466 to 18 0465
MH: 18 0466MH: 18 0465downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:45AM0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 70% START 8:00 TO 4:002 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE SEVERE AGG ATTACHED3.4 ft. SRC - Surface Reinforcement Corroded, from 01 to 04 o'clock, within 8 inches of joint: YES, Start - LONG &CIRCUM REBAR6.5 ft. SRC - Surface Reinforcement Corroded, from 01 to 04 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR18.4 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR21.2 ft. SSS - Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED25.7 ft. SRC - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR37.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR67.2 ft. SRC - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR99.8 ft. SRC - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR110.2 ft. SRC - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR113.3 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBR147.4 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR158.5 ft. MGO - General Observation - MAG COAT 25% START161.6 ft. SRC - Surface Reinforcement Corroded, from 12 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR206.8 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR207.7 ft. MGO - General Observation - MAG COAT 70% START225.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR231.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR238.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG &CIRCUM REBAR247.3 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: NO - LONG &CIRCUM REBAR257.5 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR294.2 ft. MGO - General Observation - MAG COAT 70% FINISH294.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG294.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE SEVERE AGG ATTACHED294.6 ft. AMH - Downstream Manhole, Survey Ends - 5:25AM

Observation photos (18)

  • General Observation - MAG COAT 70% START 8:00 TO 4:00

    2 ft. - General Observation - MAG COAT 70% START 8:00 TO 4:00

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

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

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

  • Surface Reinforcement Corroded, from 01 to 04 o'clock, within 8 inches of joint: YES, Start - LONG &CIRCUM REBAR

    3.4 ft. - Surface Reinforcement Corroded, from 01 to 04 o'clock, within 8 inches of joint: YES, Start - LONG &CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    18.4 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

    21.2 ft. - Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    25.7 ft. - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    37.4 ft. - Surface Reinforcement Corroded, from 08 to 09 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    67.2 ft. - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

    99.8 ft. - Surface Reinforcement Corroded, from 03 to 04 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBR

    113.3 ft. - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    147.4 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • General Observation - MAG COAT 25% START

    158.5 ft. - General Observation - MAG COAT 25% START

  • Surface Reinforcement Corroded, from 12 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    161.6 ft. - Surface Reinforcement Corroded, from 12 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    206.8 ft. - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

    225.4 ft. - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG &CIRCUM REBAR

    238.4 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - LONG &CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: NO - LONG &CIRCUM REBAR

    247.3 ft. - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: NO - LONG &CIRCUM REBAR

All inspections of P14320Work order O740960

Observations (30)

DistanceCodeObservation
3.4SRCLONG &CIRCUM REBAR
21.2SSSPEELING CONCRETE SEVERE AGG ATTACHED
231.6SRCCIRCUM REBAR
294.2MGOMAG COAT 70% FINISH
25.7SRCCIRCUM REBAR
294.2SAMSEVERE AGG
225.4SRCCIRCUM REBAR
37.4SRCCIRCUM REBAR
0MWL—
0AMH4:45AM
161.6SRCCIRCUM REBAR
0MWM—
18.4SRCCIRCUM REBAR
207.7MGOMAG COAT 70% START
158.5MGOMAG COAT 25% START
110.2SRCCIRCUM REBAR
113.3SRCCIRCUM REBR
99.8SRCCIRCUM REBAR
238.4SRCLONG &CIRCUM REBAR
6.5SRCLONG CIRCUM REBAR
247.3SRCLONG &CIRCUM REBAR
206.8SRCCIRCUM REBAR
294.2SSSBLISTERING PEELING CONCRETE SEVERE AGG ATTACHED
2MGOMAG COAT 70% START 8:00 TO 4:00
2SAMSEVERE AGG
2SSSBLISTERING PEELING CONCRETE SEVERE AGG ATTACHED
257.5SRCLONG CIRCUM REBAR
294.6AMH5:25AM
67.2SRCCIRCUM REBAR
147.4SRCCIRCUM REBAR

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2018-11-27T04:40:21-08:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false