Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 21, 2019, 06:48 AM

  • 2_1_1_21062019_001421.mp4

Date
06/20/2019
W/O
766407
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00349
PipeID
P02963
Time
11:48 PM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6572
Sewer Name
02 DISTRICT #2 INTERCEPTOR TRUNK
City
BELL GARDENS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
23
Purpose
Routine Assessment
Project
WO_766407_TV02220_MAY2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Width
54 in.
Upstream MH
02 1392
Downstream MH
02 1391
Dir. of Survey
Downstream
Length Surveyed
607.1 ft.
Total Length
607.1 ft.
Structural Index
3
Structural Quick
533U
Structural Rating
588
O&M Index
2
O&M Quick
2W00
O&M Rating
240
Overall Index
2
Overall Quick
—
Overall Rating
828
Pipe schematic from manhole 02 1392 to 02 1391
MH: 02 1392MH: 02 1391downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 13920 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area3.8 ft. DAGS - Deposits Attached Grease, 0 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start3.8 ft. MGO - General Observation - MAG COAT THROUGHOUT PIPE5.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start49.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start108.8 ft. SRV - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO352.6 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO521 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO603.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish603.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish603.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish607.1 ft. AMH - Downstream Manhole, Survey Ends - 02 1391

Observation photos (6)

  • Deposits Attached Grease, 0 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    3.8 ft. - Deposits Attached Grease, 0 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

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

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

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

  • Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO

    108.8 ft. - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

    352.6 ft. - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

    521 ft. - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

All inspections of P02963Work order 766407

Observations (14)

DistanceCodeObservation
49.2SAP—
0AMH02 1392
603.3DAGS—
3.8DAGS—
603.3SSS—
3.8MGOMAG COAT THROUGHOUT PIPE
607.1AMH02 1391
108.8SRV—
0MWL—
521SRV—
603.3SAP—
5.7SSS—
0MWM—
352.6SRV—

Properties (6)

additional_info
SC377697
custom_field_two
2
customer
LACSD
datetime
2019-06-20T23:48:37-07:00
documentation
PROPIPE
is_lateral_inspection
false