Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 8, 2018, 10:41 AM

  • 02 1396_02 1395_08052018_040944.mp4

Date
05/08/2018
W/O
701119
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00349
PipeID
P02967
Time
3:41 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5660
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_701119_TV02220_MAY2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Width
57 in.
Upstream MH
02 1396
Downstream MH
02 1395
Dir. of Survey
Downstream
Length Surveyed
1011.4 ft.
Total Length
1011.4 ft.
Structural Index
3
Structural Quick
573f
Structural Rating
626
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
626
Pipe schematic from manhole 02 1396 to 02 1395
MH: 02 1396MH: 02 1395downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 02 13960 ft. MWM - Water Mark, 25 %of cross sectional area12.3 ft. MGO - General Observation - MAG COAT20 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start37.9 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO278.6 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO388 ft. SRV - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO401.2 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO430.1 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO584.9 ft. SRV - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO635.7 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO1005.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish1011.4 ft. AMH - Downstream Manhole, Survey Ends - 02 1395

Observation photos (8)

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

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

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

    37.9 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

    278.6 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO

    388 ft. - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

    401.2 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

    430.1 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

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

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

  • Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

    635.7 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

All inspections of P02967Work order 701119

Observations (14)

DistanceCodeObservation
0MWL—
1005.6SAP—
278.6SRV—
401.2SRV—
20SAP—
430.1SRV—
12.3MGOMAG COAT
37.9SRV—
635.7SRV—
0AMH02 1396
388SRV—
0MWM—
1011.4AMH02 1395
584.9SRV—

Properties (4)

additional_info
SC359316
custom_field_two
2
customer
LACSD
datetime
2018-05-08T03:41:04-07:00