Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 19, 2019, 06:00 AM

  • 01 0325A_01 0545_03182019_230958.mp4

Date
03/18/2019
W/O
755958
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00206
PipeID
P01034
Time
11:00 PM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K5832
Sewer Name
01 CROCKETT BOULEVARD-GLEN AVENUE TRUNK
City
LOS ANGLES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
07
Purpose
Routine Assessment
Project
RFIR_WO_755958_TV01232_MAR2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
01 0325A
Downstream MH
01 0545
Dir. of Survey
Downstream
Length Surveyed
14 ft.
Total Length
14 ft.
Structural Index
3
Structural Quick
5132
Structural Rating
13
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
19
Pipe schematic from manhole 01 0325A to 01 0545
MH: 01 0325AMH: 01 0545downstream0 ft. AMH - Upstream Manhole, Survey Begins - 01 0325A0 ft. DAR - Deposits Attached Ragging, 25 %of cross sectional area, from 12 to 12 o'clock, , within 8 inches of joint: NO - AT MH0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MGO - General Observation - PIPE IS VCP0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MGO - General Observation - SERVICE CONNECTION AT 9 O'CLOCK AT MH2.5 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: NO3.1 ft. B - Broken, from 08 to 03 o'clock, within 8 inches of joint: YES3.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 01 o'clock, , within 8 inches of joint: YES6 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES8.7 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES14 ft. AMH - Downstream Manhole, Survey Ends - 01 0545

Observation photos (6)

  • Deposits Attached Ragging, 25 %of cross sectional area, from 12 to 12 o'clock, , within 8 inches of joint: NO - AT MH

    0 ft. - Deposits Attached Ragging, 25 %of cross sectional area, from 12 to 12 o'clock, , within 8 inches of joint: NO - AT MH

  • Crack Longitudinal, at 12 o'clock, within 8 inches of joint: NO

    2.5 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: NO

  • Broken, from 08 to 03 o'clock, within 8 inches of joint: YES

    3.1 ft. - Broken, from 08 to 03 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 01 o'clock, , within 8 inches of joint: YES

    3.1 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 01 o'clock, , within 8 inches of joint: YES

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

    6 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

    8.7 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

All inspections of P01034Work order 755958

Observations (12)

DistanceCodeObservation
14AMH01 0545
2.5CL—
0AMH01 0325A
8.7CM—
0DARAT MH
0MWL—
6CM—
0MGOPIPE IS VCP
0MWM—
3.1B—
3.1DAE—
0MGOSERVICE CONNECTION AT 9 O'CLOCK AT MH

Properties (6)

additional_info
SC366063
custom_field_two
1
customer
LACSD
datetime
2019-03-18T23:00:07-07:00
documentation
PROPIPE
is_lateral_inspection
false