Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 31, 2020, 07:03 AM

  • 18 0964A_18 0963_7312020_002802.mp4

Date
07/31/2020
W/O
0839479
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00716
PipeID
P14813
Time
12:03 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1502R
Sewer Name
18 WORSHAM CREEK TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
11
Purpose
Maintenance Related
Project
20200728MDM_WORSHAM_CREEK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
9.399999618530273 in.
Upstream MH
18 0964A
Downstream MH
18 0963
Dir. of Survey
Downstream
Length Surveyed
359 ft.
Total Length
359 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
3300
O&M Rating
9
Overall Index
3
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 18 0964A to 18 0963
MH: 18 0964AMH: 18 0963downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:30AM0 ft. MGO - General Observation - MH CONN 3:00 OPEN0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MGO - General Observation - MH CONN 9:00 OPEN2.5 ft. MGO - General Observation - TOP OF TORN SECTION2.5 ft. MGO - General Observation - POSSIBLE TORN AWAY FRONT LINER SECTION ,TORN SECTION HAS A BOTTOM LIP2.5 ft. MGP - General Photograph - BOTTOM LIP2.5 ft. MGP - General Photograph - TORN LINER92 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - Open-95% ROOTS93.9 ft. TBD - Tap Break-In Defective, at 02 o'clock, -, , within 8 inches of joint: NO, 6" - Open-95% ROOTS93.9 ft. RMC - Roots Medium Connection, from 02 to 04 o'clock, 5 %, within 8 inches of joint: NO277.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Open284.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Open358.4 ft. MGO - General Observation - MH CONN 3:00 ACTIVE359 ft. AMH - Downstream Manhole, Survey Ends - 1:05AM

Observation photos (4)

  • General Observation - TOP OF TORN SECTION

    2.5 ft. - General Observation - TOP OF TORN SECTION

  • General Observation - POSSIBLE TORN AWAY FRONT LINER SECTION ,TORN SECTION HAS A BOTTOM LIP

    2.5 ft. - General Observation - POSSIBLE TORN AWAY FRONT LINER SECTION ,TORN SECTION HAS A BOTTOM LIP

  • General Photograph - BOTTOM LIP

    2.5 ft. - General Photograph - BOTTOM LIP

  • General Photograph - TORN LINER

    2.5 ft. - General Photograph - TORN LINER

All inspections of P14813Work order 0839479

Observations (16)

DistanceCodeObservation
92TBDOpen-95% ROOTS
0MWM—
358.4MGOMH CONN 3:00 ACTIVE
93.9TBDOpen-95% ROOTS
284.2TBOpen
2.5MGOTOP OF TORN SECTION
93.9RMC—
2.5MGOPOSSIBLE TORN AWAY FRONT LINER SECTION ,TORN SECTION HAS A BOTTOM LIP
0AMH12:30AM
0MGOMH CONN 3:00 OPEN
0MWL—
277.6TBOpen
2.5MGPBOTTOM LIP
0MGOMH CONN 9:00 OPEN
2.5MGPTORN LINER
359AMH1:05AM

Properties (5)

additional_info
ROOT EVALUATION ONLY
customer
LACSD
datetime
2020-07-31T00:03:05-07:00
documentation
MARTIN,OLIVER 111,SHADLER,BARR
is_lateral_inspection
false