Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 5, 2016, 12:21 PM

  • 18 0466_18 0465_252016_043015.mp4

Date
02/05/2016
W/O
0547024
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00691
PipeID
P14320
Time
4:21 AM
Certificate
U-1014-06022254
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0043
Sewer Name
18 NORTH PLANT OUTFALL TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
14
Purpose
Capital Improvement Program Assesment
Project
20160205MDM_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
293.8 ft.
Total Length
293.8 ft.
Structural Index
4
Structural Quick
5B33
Structural Rating
85
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
4
Overall Quick
—
Overall Rating
89
Pipe schematic from manhole 18 0466 to 18 0465
MH: 18 0466MH: 18 0465downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:20AM0 ft. MWM - Water Mark, 40 %of cross sectional area2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE2 ft. MGO - General Observation - MAG COAT70% START 9:00 TO 3:00 START2 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC2.3 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR30 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE30 ft. SAP - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG36 ft. MGO - General Observation - MAG COAT 70% FINISH41.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE41.7 ft. MWL - Water Level, 30 %of cross sectional area58.3 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - POSSIBLE ROCK82 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - POSIIBLE PIECE CONCRETE82 ft. MWL - Water Level, 5 %of cross sectional area107.6 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR107.6 ft. SAP - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG147.4 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR161.4 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR161.9 ft. MGP - General Photograph166.2 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Finish202.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR206.9 ft. SRV - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR213.7 ft. SRV - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES, Finish236.8 ft. SRV - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES - CIRCUM237.8 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR241.9 ft. SRV - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO - LONG REBAR246.5 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM LONG REBAR246.6 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES, Finish248.7 ft. MGP - General Photograph - CORRODED REBAR254.1 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Finish254.1 ft. SRV - Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR267.3 ft. SRV - Surface Reinforcement Visible, from 10 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR272.7 ft. SRV - Surface Reinforcement Visible, from 10 to 03 o'clock, within 8 inches of joint: YES, Finish277.3 ft. SRV - Surface Reinforcement Visible, from 11 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR285.6 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR291.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish293.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish293.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish293.8 ft. AMH - Downstream Manhole, Survey Ends - 5:25AM

Observation photos (26)

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

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

  • General Observation - MAG COAT70% START 9:00 TO 3:00 START

    2 ft. - General Observation - MAG COAT70% START 9:00 TO 3:00 START

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

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

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    2.3 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

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

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

  • Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    30 ft. - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • General Observation - MAG COAT 70% FINISH

    36 ft. - General Observation - MAG COAT 70% FINISH

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

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

  • Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - POSIIBLE PIECE CONCRETE

    82 ft. - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - POSIIBLE PIECE CONCRETE

  • Water Level, 5 %of cross sectional area

    82 ft. - Water Level, 5 %of cross sectional area

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    107.6 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    107.6 ft. - Surface Aggregate Projecting, from 02 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    147.4 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    161.4 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • General Photograph

    161.9 ft. - General Photograph

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    202.9 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    206.9 ft. - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES - CIRCUM

    236.8 ft. - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES - CIRCUM

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    237.8 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO - LONG REBAR

    241.9 ft. - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM LONG REBAR

    246.5 ft. - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM LONG REBAR

  • General Photograph - CORRODED REBAR

    248.7 ft. - General Photograph - CORRODED REBAR

  • Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    254.1 ft. - Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Visible, from 10 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    267.3 ft. - Surface Reinforcement Visible, from 10 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • Surface Reinforcement Visible, from 11 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    277.3 ft. - Surface Reinforcement Visible, from 11 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    285.6 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

All inspections of P14320Work order 0547024

Observations (40)

DistanceCodeObservation
246.6SRV—
41.7SSSPEELING CONCRETE
267.3SRVLONG CIRCUM REBAR
291.9SRV—
236.8SRVCIRCUM
0MWL—
82DSZPOSIIBLE PIECE CONCRETE
0AMH4:20AM
293.4SSS—
2SSSPEELING BLISTERING CONCRETE
237.8SRVCIRCUM REBAR
285.6SRVLONG CIRCUM REBAR
254.1SRC—
2.3SRVCIRCUM REBAR
82MWL—
107.6SRVCIRCUM REBAR
213.7SRV—
30SSSPEELING CONCRETE
246.5SRCCIRCUM LONG REBAR
166.2SRV—
202.9SRVCIRCUM REBAR
58.3DSZPOSSIBLE ROCK
161.4SRVLONG CIRCUM REBAR
2MGOMAG COAT70% START 9:00 TO 3:00 START
248.7MGPCORRODED REBAR
272.7SRV—
30SAPSEVERE AGG
107.6SAPSEVERE AGG
161.9MGP—
293.4SAV—
277.3SRVCIRCUM REBAR
254.1SRVCIRCUM REBAR
147.4SRVCIRCUM REBAR
36MGOMAG COAT 70% FINISH
241.9SRVLONG REBAR
206.9SRVCIRCUM REBAR
0MWM—
293.8AMH5:25AM
2SAVSEVERE AGG SPORATIC
41.7MWL—

Properties (6)

custom_field_three
CORRODED LONG CIRCUN REBAR
custom_field_two
2
customer
LACSD
datetime
2016-02-05T04:21:26-08:00
documentation
MARTIN,MANANES
is_lateral_inspection
false