Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 9, 2018, 05:04 AM

  • 02 1393_02 1392 _08052018_224537.mp4

Date
05/08/2018
W/O
701119
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00349
PipeID
P02964
Time
10:04 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5661
Sewer Name
02 DISTRICT #2 INTERCEPTOR TRUNK
City
BELL GARDENS
Loc. details
Light Highway
Location Code
C
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
54 in.
Width
54 in.
Upstream MH
02 1393
Downstream MH
02 1392
Dir. of Survey
Downstream
Length Surveyed
916.1 ft.
Total Length
916.1 ft.
Structural Index
4
Structural Quick
5Z3c
Structural Rating
1207
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
1207
Pipe schematic from manhole 02 1393 to 02 1392
MH: 02 1393MH: 02 1392downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 02 13932.1 ft. MGO - General Observation - MAG COAT18.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start81.1 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO110.1 ft. SRV - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO162.1 ft. SRV - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO177.3 ft. SRV - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: NO263.7 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start810.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"860 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"912.3 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish916.1 ft. AMH - Downstream Manhole, Survey Ends - 02 1392916.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (6)

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

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

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

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

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

    110.1 ft. - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

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

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

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

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

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    263.7 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

All inspections of P02964Work order 701119

Observations (15)

DistanceCodeObservation
2.1MGOMAG COAT
81.1SRV—
860TF—
912.3SRV—
916.1AMH02 1392
263.7SRV—
916.1SAP—
0MWL—
810.5TF—
18.8SAP—
177.3SRV—
0MWM—
0AMH02 1393
110.1SRV—
162.1SRV—

Properties (5)

additional_info
SC359317
custom_field_two
2
customer
LACSD
datetime
2018-05-08T22:04:55-07:00
is_lateral_inspection
false