Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 29, 2020, 09:18 AM

  • 18 0891_18 0890 _06292020_024857.mp4

Date
06/29/2020
W/O
833718
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00709
PipeID
P14742
Time
2:18 AM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7810
Sewer Name
SO WHITTIER OUTFALL RLF TR, SECTS 1,2A,2B,2C,&3
City
WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
26
Purpose
Routine Assessment
Project
WO_833718_TV18101_JUN2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
18 0891
Downstream MH
18 0890
Dir. of Survey
Downstream
Length Surveyed
659.9 ft.
Total Length
659.9 ft.
Structural Index
2
Structural Quick
523V
Structural Rating
623
O&M Index
2
O&M Quick
2K00
O&M Rating
120
Overall Index
2
Overall Quick
—
Overall Rating
743
Pipe schematic from manhole 18 0891 to 18 0890
MH: 18 0891MH: 18 0890downstream0 ft. AMH - Upstream Manhole, Survey Begins - 18 08910 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area2.8 ft. MGO - General Observation - MAG COATING ATTATCHED3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start72 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start363 ft. SRV - Surface Reinforcement Visible, at 03 o'clock, within 8 inches of joint: NO434.1 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start463.4 ft. SRV - Surface Reinforcement Visible, from 02 to 04 o'clock, within 8 inches of joint: YES466.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start466.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish578.9 ft. LL - Alignment Left, 15 %, Start655.9 ft. LL - Alignment Left, 15 %, Finish657.8 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish657.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish657.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish659.9 ft. AMH - Downstream Manhole, Survey Ends - 18 0890659.9 ft. MGO - General Observation - CONNECTION IN MH, 3 O' CLOCK

Observation photos (6)

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

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

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

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

  • Surface Reinforcement Visible, at 03 o'clock, within 8 inches of joint: NO

    363 ft. - Surface Reinforcement Visible, at 03 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 02 to 04 o'clock, within 8 inches of joint: YES

    463.4 ft. - Surface Reinforcement Visible, from 02 to 04 o'clock, within 8 inches of joint: YES

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

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

  • Alignment Left, 15 %, Start

    578.9 ft. - Alignment Left, 15 %, Start

All inspections of P14742Work order 833718

Observations (18)

DistanceCodeObservation
0AMH18 0891
434.1DSC—
578.9LL—
659.9AMH18 0890
466.4SAP—
72SAV—
0MWL—
657.8DSC—
657.8SSS—
0MWM—
363SRV—
466.4SAV—
655.9LL—
463.4SRV—
659.9MGOCONNECTION IN MH, 3 O' CLOCK
657.8SAP—
2.8MGOMAG COATING ATTATCHED
3SSS—

Properties (7)

additional_info
SC411620
custom_field_three
REINFORCEMNT VISIBLE
custom_field_two
2
customer
1
datetime
2020-06-29T02:18:52-07:00
documentation
PROPIPE
is_lateral_inspection
false