Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 19, 2018, 12:32 PM
  • Section#4_H 0109_H 0110__1192018__G6926.mp4

Date
01/19/2018
W/O
0693963
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00165
PipeID
P10561
Time
4:32 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G6926
Sewer Name
H JOINT OUTFALL H - UNIT 1F
City
HUNTINGTON PARK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
07
Purpose
Capital Improvement Program Assesment
Project
20180119MDM_JOINT_OUTFALL_H_UNIT_1F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Upstream MH
H 0110
Downstream MH
H 0109
Dir. of Survey
Upstream
Length Surveyed
113.9 ft.
Total Length
113.9 ft.
Structural Index
4
Structural Quick
5B4B
Structural Rating
188
O&M Index
2
O&M Quick
312B
O&M Rating
33
Overall Index
3
Overall Quick
Overall Rating
221
Pipe schematic from manhole H 0110 to H 0109
MH: H 0110MH: H 0109upstream0 ft. AMH - Upstream Manhole, Survey Ends - 5:30 STOPLOG IN PLACE0.7 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.7 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR0.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE0.7 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG5.6 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR15.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG15.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG25.1 ft. SRV - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM28.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG34.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE47.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG47.3 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG47.3 ft. MGO - General Observation - 18" RCP47.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR47.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE67.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR69.8 ft. MGO - General Observation - 18" RCP74.5 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM SPORATIC80.7 ft. SRV - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR85.7 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM90.1 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR95 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR109.9 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE110.9 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR111.9 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - SLUDGE111.9 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG113.9 ft. MWL - Water Level, 10 %of cross sectional area - NO FLOW STOPLOG UPSTREAM113.9 ft. AMH - Downstream Manhole, Survey Begins - 4:50AM113.9 ft. MWM - Water Mark, 20 %of cross sectional area

Observation photos (16)

  • 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

  • Deposits Settled Other,  10 %of cross sectional area, from 05 to 07 o'clock,  , within 8 inches of joint: YES, Start - SLUDGE

    4 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

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

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

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

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

  • Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    33.2 ft. - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

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

  • General Observation - 18" RCP

    44.1 ft. - General Observation - 18" RCP

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

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

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

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

  • General Observation - 18" RCP

    66.6 ft. - General Observation - 18" RCP

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

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

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

    85.8 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

  • Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM

    88.8 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM

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

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

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    108.3 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Upstream Manhole, Survey Ends - 5:30 STOPLOG IN PLACE

    113.9 ft. - Upstream Manhole, Survey Ends - 5:30 STOPLOG IN PLACE

Observations (30)

DistanceCodeObservation
113.9AMH5:30 STOPLOG IN PLACE
113.2SAVSEVERE AGG
39.4SRVLONG CIRCUM SPORATIC
2DSZSLUDGE
28.2SRVCIRCUM
0MWLNO FLOW STOPLOG UPSTREAM
79.4DSZSLUDGE
113.2SRVCIRCUM REBAR
113.2SSSBLISTERING PEELING CONCRETE
66.6SAMSEVERE AGG
66.6SAVSEVERE AGG
113.2SAMSEVERE AGG
18.9SRVLONG CIRCUM REBAR
0AMH4:50AM
33.2SRVCIRCUM REBAR
66.6MGO18" RCP
46SRVCIRCUM REBAR
66.6SRVLONG & CIRCUM REBAR
85.8SAPSEVERE AGG
2SAMSEVERE AGG
88.8SRVCIRCUM
4DSZSLUDGE
3SRVLONG REBAR
44.1MGO18" RCP
66.6SSSPEELING BLISTERING CONCRETE
98.7SAMSEVERE AGG
108.3SRVCIRCUM REBAR
23.8SRVLONG CIRCUM REBAR
0MWM
98.7SAPSEVERE AGG

Properties (6)

custom_field_three
LONG & CIRCUM REBAR VISIBLE
custom_field_two
2
customer
LACSD
datetime
2018-01-19T04:32:49-08:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false