Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 17, 2019, 10:11 AM

  • 02 1601_02 1600_17072019_032804.mp4

Date
07/17/2019
W/O
777261
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00230
PipeID
P04005
Time
3:11 AM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K5931
Sewer Name
02 ARIZONA AVENUE TRUNK, SECTION 1
City
E LOS ANGELES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
08
Purpose
Routine Assessment
Project
WO_777261_TV02003_JUL2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
02 1600
Downstream MH
02 1601
Dir. of Survey
Upstream
Length Surveyed
263.1 ft.
Total Length
263.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
312I
O&M Rating
107
Overall Index
2
Overall Quick
—
Overall Rating
107
Pipe schematic from manhole 02 1600 to 02 1601
MH: 02 1600MH: 02 1601upstream0 ft. AMH - Upstream Manhole, Survey Ends - 02 16011.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish8.9 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"47.3 ft. RMC - Roots Medium Connection, at 12 o'clock, 20 %, within 8 inches of joint: NO47.4 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"101 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"154.4 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"216.1 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"261.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start263.1 ft. MWL - Water Level, 10 %of cross sectional area263.1 ft. AMH - Downstream Manhole, Survey Begins - 02 1600263.1 ft. MWM - Water Mark, 30 %of cross sectional area

Observation photos (6)

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    47 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    108.7 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"

    162.1 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    215.7 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Roots Medium Connection, at 12 o'clock, 20 %, within 8 inches of joint: NO

    215.8 ft. - Roots Medium Connection, at 12 o'clock, 20 %, within 8 inches of joint: NO

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    254.2 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

All inspections of P04005Work order 777261

Observations (12)

DistanceCodeObservation
215.8RMC—
263.1AMH02 1601
2DAE—
215.7TB—
47TB—
0MWL—
254.2TB—
162.1TB—
108.7TB—
262DAE—
0AMH02 1600
0MWM—

Properties (7)

custom_field_two
4
customer
LACSD
datetime
2019-07-17T03:11:47-07:00
documentation
PRO PIPE
is_lateral_inspection
false
lining
CIPP
year_laid
38526