Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 20, 2016, 09:23 AM

  • C 0289_C 0288_5202016_030133.mp4

Date
05/20/2016
W/O
0563393
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00134
PipeID
P09749
Time
2:23 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0138
Sewer Name
C JOINT OUTFALL C - UNIT 6E
City
HAWIIAN GARDENS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
20160520MDM_JOINT_OUTFALL_UNIT_6E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
C 0289
Downstream MH
C 0288
Dir. of Survey
Downstream
Length Surveyed
489 ft.
Total Length
489 ft.
Structural Index
3
Structural Quick
5141
Structural Rating
28
O&M Index
2
O&M Quick
312B
O&M Rating
37
Overall Index
2
Overall Quick
—
Overall Rating
65
Pipe schematic from manhole C 0289 to C 0288
MH: C 0289MH: C 0288downstream0 ft. AMH - Upstream Manhole, Survey Begins - 3:00AM0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR8.4 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR9.2 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES11 ft. MGO - General Observation - MH CONN 9:00 PUMPS MAY CAUSE CORRISON BEGINNING OF REACH34.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO34.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE34.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC34.7 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG38.1 ft. SAV - Surface Aggregate Visible, from 12 to 04 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG42.6 ft. DAE - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES50.9 ft. SAV - Surface Aggregate Visible, from 12 to 04 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG69.9 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped89.7 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES118.1 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped130.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO174.5 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped195.3 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES212.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES223.7 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped228.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES236.8 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES301.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES304.7 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped304.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC304.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES377.2 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped426 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES426 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped438.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES446.7 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 11 o'clock, , within 8 inches of joint: YES475.3 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Capped488.6 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC488.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING BLISTERING CONCRETE489 ft. AMH - Downstream Manhole, Survey Ends - 3:50AM

Observation photos (15)

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

    2 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    9.2 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • General Observation - MH CONN 9:00 PUMPS MAY CAUSE CORRISON BEGINNING OF REACH

    11 ft. - General Observation - MH CONN 9:00 PUMPS MAY CAUSE CORRISON BEGINNING OF REACH

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

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

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

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

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

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

  • Surface Aggregate Visible, from 12 to 04 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

    38.1 ft. - Surface Aggregate Visible, from 12 to 04 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG

  • Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

    42.6 ft. - Deposits Attached Encrustation, 15 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES

    89.7 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 12 o'clock, , within 8 inches of joint: YES

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

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

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES

    195.3 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 12 to 04 o'clock, , within 8 inches of joint: YES

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

    304.7 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES

    304.7 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES

    426 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES

All inspections of P09749Work order 0563393

Observations (40)

DistanceCodeObservation
236.8DAE—
446.7DAE—
9.2DAE—
2SAMSEVERE AGG
0AMH3:00AM
488.6SAVSEVERE AGG SPORATIC
8.4SRVCIRCUM REBAR
228.4DAE—
174.5TBCCapped
89.7DAE—
438.3DAE—
42.6DAE—
50.9SAVSEVERE AGG
304.7TBCCapped
489AMH3:50AM
195.3DAE—
0MGOConn. @ Mh, 3 O' Clock. OPEN
34.7SSS—
212.2DAE—
69.9TBCCapped
301.1DAE—
11MGOMH CONN 9:00 PUMPS MAY CAUSE CORRISON BEGINNING OF REACH
130.1SSS—
34.7SSSPEELING BLISTERING CONCRETE
475.3TBCCapped
304.7SAVSEVERE AGG SPORATIC
304.7SSS—
488.6SSSPEELING BLISTERING CONCRETE
0MGOConn. @ Mh, 9 O' Clock. OPEN
426SSS—
223.7TBCCapped
377.2TBCCapped
426TBCCapped
2SRVCIRCUM REBAR
0MWL—
118.1TBCCapped
0MWM—
34.7SAVSEVERE AGG SPORATIC
34.7SAMSEVERE AGG
38.1SAVSEVERE AGG

Properties (6)

custom_field_three
CIRCUM REBAR-BEGINNING OF REACH
custom_field_two
2
customer
LACSD
datetime
2016-05-20T02:23:28-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false