Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 15, 2018, 09:02 AM

  • H 0887_H 0616_2152018_011553.mp4

Date
02/15/2018
W/O
0689825
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00191
PipeID
P11035
Time
1:02 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0737
Sewer Name
H JOINT OUTFALL H - UNIT 8H
City
WEST COVINA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
24
Purpose
Routine Assessment
Project
20180215MDM_JOINT_OUTFALL_H_UNIT_8H
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Upstream MH
H 0616
Downstream MH
H 0887
Dir. of Survey
Upstream
Length Surveyed
392.8 ft.
Total Length
392.8 ft.
Structural Index
4
Structural Quick
5A41
Structural Rating
72
O&M Index
3
O&M Quick
3121
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
77
Pipe schematic from manhole H 0616 to H 0887
MH: H 0616MH: H 0887upstream0 ft. AMH - Upstream Manhole, Survey Ends - 2:50AM STOPLOG IN PLACE0.3 ft. SAM - Surface Aggregate Missing, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.3 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SEVERE AGG & CORRODED PIPE0.3 ft. SRC - Surface Reinforcement Corroded, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR2.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR2.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO - MISSING REBAR2.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR27.3 ft. MGO - General Observation - ZOOM 27'27.3 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES - BLISTERING PEELING CONCRETE27.3 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG27.3 ft. MGO - General Observation - 15% DEBRIE STOPPED CAMERA27.3 ft. SRV - Surface Reinforcement Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR27.3 ft. SRC - Surface Reinforcement Corroded, from 07 to 05 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR27.3 ft. SRC - Surface Reinforcement Corroded, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR27.3 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE34.9 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SEVERE AGG & CORRODED PIPE34.9 ft. SAM - Surface Aggregate Missing, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG35 ft. SRV - Surface Reinforcement Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR37.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped46.2 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR46.2 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Finish - LONG REBAR60.6 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open65.1 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start - LONG REBAR65.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR75.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR75.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR79.3 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG79.3 ft. SAV - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC86.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped107.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped135.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped159.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped182.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped207.3 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - SLUDGE207.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped213.4 ft. SAV - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC230.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped255.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped279.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped293.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE327.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Capped339.9 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC339.9 ft. SAV - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG VERY SPORATIC352.6 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped384.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped390.8 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONRETE390.8 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC392.8 ft. MWM - Water Mark, 10 %of cross sectional area392.8 ft. AMH - Downstream Manhole, Survey Begins - 1:15AM392.8 ft. MWL - Water Level, 10 %of cross sectional area - LOW FLOW UPSTREAM STOPLOG392.8 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active

Observation photos (20)

  • Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONRETE

    2 ft. - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONRETE

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC

    2 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC

  • Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG VERY SPORATIC

    52.9 ft. - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG VERY SPORATIC

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

    99.4 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

  • Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

    179.4 ft. - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

  • Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - SLUDGE

    185.5 ft. - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - SLUDGE

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    313.5 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

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

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

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

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

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

    327.7 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    327.7 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

    357.8 ft. - Surface Reinforcement Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SEVERE AGG & CORRODED PIPE

    357.9 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SEVERE AGG & CORRODED PIPE

  • Surface Aggregate Missing, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    357.9 ft. - Surface Aggregate Missing, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Reinforcement Corroded, from 07 to 05 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    365.5 ft. - Surface Reinforcement Corroded, from 07 to 05 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

  • Surface Reinforcement Corroded, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

    365.5 ft. - Surface Reinforcement Corroded, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

    390.5 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

  • Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO - MISSING REBAR

    390.5 ft. - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO - MISSING REBAR

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

    390.5 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

  • Upstream Manhole, Survey Ends - 2:50AM STOPLOG IN PLACE

    392.8 ft. - Upstream Manhole, Survey Ends - 2:50AM STOPLOG IN PLACE

All inspections of P11035Work order 0689825

Observations (51)

DistanceCodeObservation
52.9SAPSEVERE AGG SPORATIC
327.7SRVLONG REBAR
365.5MGOZOOM 27'
99.4SSSBLISTERING CONCRETE
357.9DSZSEVERE AGG & CORRODED PIPE
392.5SAMSEVERE AGG
65.6TFCCapped
390.5SRCBROKEN MISSING REBAR
365.5SSSBLISTERING PEELING CONCRETE
392.8AMH2:50AM STOPLOG IN PLACE
365.5SAPSEVERE AGG
317.5SRVCIRCUM REBAR
40.2TFCCapped
0MWM—
285TFCCapped
313.5SAPSEVERE AGG
185.5DSZSLUDGE
0AMH1:15AM
313.5SAVSEVERE AGG SPORATIC
346.6SRVCIRCUM REBAR
2SSSBLISTERING PEELING CONRETE
0MWLLOW FLOW UPSTREAM STOPLOG
357.9SAMSEVERE AGG
2SAPSEVERE AGG SPORATIC
365.5MGO15% DEBRIE STOPPED CAMERA
137.3TFCCapped
392.5DSZSEVERE AGG & CORRODED PIPE
390.5SRCMISSING REBAR
306.3TFCCapped
365.5SRVLONG CIRCUM REBAR
365.5SRCLONG & CIRCUM REBAR
257.3TFCCapped
233.4TFCCapped
0MGOConn. @ Mh, 9 O' Clock. Active
179.4SAVSEVERE AGG SPORATIC
332.2TFOpen
52.9SAVSEVERE AGG VERY SPORATIC
365.5SRCLONG & CIRCUM REBAR
357.8SRVLONG & CIRCUM REBAR
209.9TFCCapped
346.6SRVLONG REBAR
8TFCCapped
392.5SRCLONG & CIRCUM REBAR
327.7SRVCIRCUM REBAR
317.5SRVCIRCUM REBAR
365.5SSSBLISTERING PEELING CONCRETE
185.5TFCCapped
113.2TFCCapped
390.5SRCBROKEN MISSING REBAR
161.9TFCCapped
355TFCCapped

Properties (7)

additional_info
REVERSE INSPECTION
custom_field_three
CORRODED MISSING REBAR
custom_field_two
1
customer
LACSD
datetime
2018-02-15T01:02:20-08:00
documentation
MARTIN,MANANES,REVELES
is_lateral_inspection
false