Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 8, 2019, 09:20 AM

  • H 0673_H 0672_08082019_022136.mp4

Date
08/08/2019
W/O
766531
Weather
Dry
Operator/Surveyor
J. BUENROPSTRO
Sewer ID
Z00941
PipeID
P11080
Time
2:20 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6738
Sewer Name
H JOINT OUTFALL H - UNIT 9B
City
PICO RIVERA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
03
Purpose
Routine Assessment
Project
WO_766531_TV18175_MAY2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
25 in.
Width
25 in.
Upstream MH
H 0672
Downstream MH
H 0673
Dir. of Survey
Upstream
Length Surveyed
594.8 ft.
Total Length
594.8 ft.
Structural Index
2
Structural Quick
332W
Structural Rating
245
O&M Index
2
O&M Quick
362V
O&M Rating
244
Overall Index
2
Overall Quick
—
Overall Rating
489
Pipe schematic from manhole H 0672 to H 0673
MH: H 0672MH: H 0673upstream0 ft. AMH - Upstream Manhole, Survey Ends - H 06730.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.4 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish12 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start58.8 ft. MGP - General Photograph - SPALLING213.5 ft. DSC - Deposits Settled Compacted, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Finish242.6 ft. DSC - Deposits Settled Compacted, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Start472.5 ft. SAV - Surface Aggregate Visible, from 02 to 04 o'clock, within 8 inches of joint: NO565.9 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start590.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start590.3 ft. MGO - General Observation - MAG COATING ATTATCHED594.8 ft. MWM - Water Mark, 35 %of cross sectional area594.8 ft. MWL - Water Level, 30 %of cross sectional area594.8 ft. AMH - Downstream Manhole, Survey Begins - H 0672

Observation photos (4)

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

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

  • Surface Aggregate Visible, from 02 to 04 o'clock, within 8 inches of joint: NO

    122.3 ft. - Surface Aggregate Visible, from 02 to 04 o'clock, within 8 inches of joint: NO

  • General Photograph - SPALLING

    536 ft. - General Photograph - SPALLING

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

    582.8 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

All inspections of P11080Work order 766531

Observations (15)

DistanceCodeObservation
582.8SAP—
122.3SAV—
594.4SSS—
594.8AMHH 0673
0MWM—
28.9DSC—
0MWL—
381.3DSC—
352.2DSC—
4.5SSS—
0AMHH 0672
594.4SAP—
594.4DSC—
536MGPSPALLING
4.5MGOMAG COATING ATTATCHED

Properties (6)

additional_info
SC378237
custom_field_two
2
customer
LACSD
datetime
2019-08-08T02:20:29-07:00
documentation
PROPIPE
is_lateral_inspection
false