Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 19, 2021, 10:45 AM

  • B 0802_B 0801_3192021_034657.mp4

Date
03/19/2021
W/O
0875383
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00112
PipeID
P09269
Time
3:45 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1753
Sewer Name
B JOINT OUTFALL B - UNIT 8J
City
TEMPLE CITY
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
12
Purpose
Routine Assessment
Project
20210319MDM_JOINT_OUTFALL_B_UNIT_8J
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
B 0801
Downstream MH
B 0802
Dir. of Survey
Upstream
Length Surveyed
115.4 ft.
Total Length
115.4 ft.
Structural Index
3
Structural Quick
3622
Structural Rating
22
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
28
Pipe schematic from manhole B 0801 to B 0802
MH: B 0801MH: B 0802upstream0 ft. AMH - Upstream Manhole, Survey Ends - 4:10AM STOPLOG IN PLACE0.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SLIGHT FLAKING12.1 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H17.3 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H32.8 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H37.4 ft. FL - Fracture Longitudinal, at 11 o'clock, within 8 inches of joint: YES - H47.7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H47.7 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - HAIRLINE70.8 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE72.9 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - 2 SLIGHT82.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open112.8 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE113.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT FLAKING OUTER SURFACE115.4 ft. MWM - Water Mark, 60 %of cross sectional area115.4 ft. MGO - General Observation - STOPLOG IN PLACE UPSTREAM115.4 ft. AMH - Downstream Manhole, Survey Begins - 3:45AM115.4 ft. MWL - Water Level, 0 %of cross sectional area - STOPLOG UPSTREAM115.4 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active

Observation photos (3)

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

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT FLAKING OUTER SURFACE

  • Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - 2 SLIGHT

    42.5 ft. - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - 2 SLIGHT

  • Upstream Manhole, Survey Ends - 4:10AM STOPLOG IN PLACE

    115.4 ft. - Upstream Manhole, Survey Ends - 4:10AM STOPLOG IN PLACE

All inspections of P09269Work order 0875383

Observations (18)

DistanceCodeObservation
67.7FLH
44.6DSZSLUDGE
42.5FC2 SLIGHT
82.6FLH
67.7FLHAIRLINE
2SSSSLIGHT FLAKING OUTER SURFACE
115SSSSLIGHT FLAKING
0MWM—
0MGOSTOPLOG IN PLACE UPSTREAM
78FLH
0AMH3:45AM
0MWLSTOPLOG UPSTREAM
0MGOConn. @ Mh, 3 O' Clock. Active
98.1FLH
103.3FLH
2.6DSZSLUDGE
115.4AMH4:10AM STOPLOG IN PLACE
33.2TBOpen

Properties (6)

custom_field_three
SLIGHT & HAIRLINE FRACTURES
custom_field_two
3
customer
LACSD
datetime
2021-03-19T03:45:12-07:00
documentation
MARTIN,CASTILLO,RUVALCABA
is_lateral_inspection
false