Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 30, 2016, 08:47 AM

  • 01 0694_01 0693_30092016_014837.mp4

Date
09/30/2016
W/O
591536
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00199
PipeID
P01403
Time
1:47 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3596
Sewer Name
01 CALIFORNIA AVENUE EXTENSION TRUNK
City
SOUTH GATE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
11
Purpose
Routine Assessment
Project
WO_591536_TV01117_SEP2016
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Width
33 in.
Upstream MH
01 0694
Downstream MH
01 0693
Dir. of Survey
Downstream
Length Surveyed
361.1 ft.
Total Length
361.1 ft.
Structural Index
3
Structural Quick
533M
Structural Rating
235
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
235
Pipe schematic from manhole 01 0694 to 01 0693
MH: 01 0694MH: 01 0693downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 01 06942 ft. MGO - General Observation - MAG COAT 70%6.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start6.9 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start44 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: NO, Start122.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO245.8 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start357.9 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish357.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish357.9 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: NO, Finish357.9 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish361.1 ft. AMH - Downstream Manhole, Survey Ends - 01 0693

Observation photos (4)

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

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

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: NO, Start

    44 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO

    122.9 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start

    245.8 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start

All inspections of P01403Work order 591536

Observations (14)

DistanceCodeObservation
0MWL—
357.9SRV—
245.8SRV—
361.1AMH01 0693
357.9SSS—
357.9SAP—
0MWM—
2MGOMAG COAT 70%
0AMH01 0694
6.9SSS—
44SAP—
122.9SRV—
6.9SAV—
357.9SAV—

Properties (6)

additional_info
SC306191
custom_field_two
2
customer
LACSD
datetime
2016-09-30T01:47:57-07:00
documentation
PROPIPE
is_lateral_inspection
false