Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 22, 2021, 11:29 AM

  • 08 0543_08 0542_5222021_044012.mp4

Date
05/22/2021
W/O
0890878
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00021
PipeID
P00605
Time
4:29 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1818
Sewer Name
08 VICTORIA STREET TRUNK
City
COMPTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
02
Purpose
Capital Improvement Program Assesment
Project
20210522MDM_VICTORIA_STREET_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
08 0543
Downstream MH
08 0542
Dir. of Survey
Downstream
Length Surveyed
287.7 ft.
Total Length
287.7 ft.
Structural Index
2
Structural Quick
5139
Structural Rating
104
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
104
Pipe schematic from manhole 08 0543 to 08 0542
MH: 08 0543MH: 08 0542downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active0 ft. AMH - Upstream Manhole, Survey Begins - 4:35AM7.5 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT8.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING OUTER LAYER11.5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE15.4 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - SL15.4 ft. FC - Fracture Circumferential, from 09 to 01 o'clock, within 8 inches of joint: YES - H19.7 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES - SL23.4 ft. FC - Fracture Circumferential, from 08 to 12 o'clock, within 8 inches of joint: YES - H31.7 ft. FC - Fracture Circumferential, from 08 to 01 o'clock, within 8 inches of joint: YES - SL43.9 ft. FC - Fracture Circumferential, from 03 to 05 o'clock, within 8 inches of joint: YES - H43.9 ft. FC - Fracture Circumferential, from 07 to 09 o'clock, within 8 inches of joint: YES - H52.1 ft. FC - Fracture Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES - H60.5 ft. FC - Fracture Circumferential, from 11 to 12 o'clock, within 8 inches of joint: YES - SL64.2 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H64.2 ft. FC - Fracture Circumferential, from 08 to 09 o'clock, within 8 inches of joint: YES - H66.8 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Open68.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H68.6 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - SL68.6 ft. HVV - Hole Void Visible, from 01 to 03 o'clock, within 8 inches of joint: YES - SOIL VISIBLE VOID68.6 ft. MGP - General Photograph - SOIL VISIBLE72.1 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - SL76.7 ft. FC - Fracture Circumferential, from 11 to 04 o'clock, within 8 inches of joint: YES - SL80.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING80.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SLIGHT80.4 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - SL84.4 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - SL93.1 ft. FC - Fracture Circumferential, from 11 to 04 o'clock, within 8 inches of joint: YES - SL96.9 ft. FC - Fracture Circumferential, from 11 to 04 o'clock, within 8 inches of joint: YES - SL105.3 ft. FC - Fracture Circumferential, from 12 to 04 o'clock, within 8 inches of joint: YES - SWL109.1 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES - SL117.3 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES - SL121 ft. FC - Fracture Circumferential, from 01 to 04 o'clock, within 8 inches of joint: YES - SL121 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - SL125.8 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SL129.4 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT129.4 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Start - SLIGHT141.1 ft. FC - Fracture Circumferential, from 08 to 09 o'clock, within 8 inches of joint: YES - H141.1 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - H145.4 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H186.5 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H210.1 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H222.3 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H238.3 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H238.3 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H246.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H246.4 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H250.4 ft. FC - Fracture Circumferential, from 08 to 09 o'clock, within 8 inches of joint: YES - H258.1 ft. FL - Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES - H280.3 ft. FC - Fracture Circumferential, from 07 to 09 o'clock, within 8 inches of joint: YES - H280.3 ft. FC - Fracture Circumferential, from 04 to 05 o'clock, within 8 inches of joint: YES - H287 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 70 % SLIGHT AT JOINTS287 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Finish - 10% SLIGHT AT JOINTS287.7 ft. AMH - Downstream Manhole, Survey Ends - 5:25AN

Observation photos (3)

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING OUTER LAYER

    8.1 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING OUTER LAYER

  • Hole Void Visible, from 01 to 03 o'clock, within 8 inches of joint: YES - SOIL VISIBLE VOID

    68.6 ft. - Hole Void Visible, from 01 to 03 o'clock, within 8 inches of joint: YES - SOIL VISIBLE VOID

  • General Photograph - SOIL VISIBLE

    68.6 ft. - General Photograph - SOIL VISIBLE

All inspections of P00605Work order 0890878

Observations (57)

DistanceCodeObservation
238.3FCH
76.7FCSL
250.4FCH
64.2FLH
121FCSL
121FCSL
64.2FCH
43.9FCH
0MWM—
238.3FLH
68.4FLH
0MGOConn. @ Mh, 3 O' Clock. OPEN
68.6FCSL
8.1SSSPEELING OUTER LAYER
31.7FCSL
141.1FCH
210.1FCH
117.3FCSL
105.3FCSWL
287.7AMH5:25AN
11.5FLHAIRLINE
23.4FCH
80.4SSSPEELING
0MWL—
60.5FCSL
7.5FCSLIGHT
141.1FCH
80.4FLSLIGHT
246.4FLH
80.4FCSL
68.6HVVSOIL VISIBLE VOID
96.9FCSL
0MGOConn. @ Mh, 9 O' Clock. Active
66.8TBOpen
287FC70 % SLIGHT AT JOINTS
129.4FCSLIGHT
145.4FCH
280.3FCH
246.4FCH
109.1FCSL
84.4FCSL
72.1FCSL
258.1FLH
15.4FCSL
222.3FLH
186.5FCH
93.1FCSL
15.4FCH
52.1FCH
43.9FCH
125.8FCSL
280.3FCH
0AMH4:35AM
68.6MGPSOIL VISIBLE
287FL10% SLIGHT AT JOINTS
129.4FLSLIGHT
19.7FCSL

Properties (6)

custom_field_three
HOLE VOID SOIL VISIBLE
custom_field_two
1
customer
LACSD
datetime
2021-05-22T04:29:26-07:00
documentation
MARTIN,OLIVER 111,RUVALCABA,BARR
is_lateral_inspection
false