Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 29, 2022, 05:31 AM

  • J 0012_J 0010_07282022_225423.mp4

Date
07/28/2022
W/O
962251
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00060
PipeID
P11596
Time
10:31 PM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K10256
Sewer Name
J JOINT OUTFALL J - UNIT 2A
City
LOS ANGELES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
33
Purpose
Routine Assessment
Project
RFIR_WO_962251_TV08100_JUL2022
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Width
57 in.
Upstream MH
J 0012
Downstream MH
J 0010
Dir. of Survey
Downstream
Length Surveyed
212.2 ft.
Total Length
212.2 ft.
Structural Index
2
Structural Quick
2G00
Structural Rating
84
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
84
Pipe schematic from manhole J 0012 to J 0010
MH: J 0012MH: J 0010downstream0 ft. MGO - General Observation - ACTIVE CONNECTIONS IN U/S MH - ONE AT 3 AND ONE AT 9 O' CLOCK. POSSIBLE BREAK-INS (BOTH CONNS. / "INSTALL POINTS" DAMAGED).0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - J 00122 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COATING67 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 8"105.5 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"113.6 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 8"151.1 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 8"172.4 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 8"206.7 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"211.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish212.1 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK.212.2 ft. AMH - Downstream Manhole, Survey Ends - J 0010

Observation photos (8)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • General Observation - MAG COATING

    2 ft. - General Observation - MAG COATING

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 8"

    67 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"

    105.5 ft. - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 8"

    113.6 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    151.1 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 8"

    172.4 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    206.7 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

All inspections of P11596Work order 962251

Observations (15)

DistanceCodeObservation
211.6SSS—
206.7TB—
151.1TBA—
2SSS—
212.1MGOACTIVE CONNECTION AT MH 3 O'CLOCK.
0MGOACTIVE CONNECTIONS IN U/S MH - ONE AT 3 AND ONE AT 9 O' CLOCK. POSSIBLE BREAK-INS (BOTH CONNS. / "INSTALL POINTS" DAMAGED).
0MWM—
0MWL—
105.5TBA—
0AMHJ 0012
113.6TBA—
172.4TB—
212.2AMHJ 0010
2MGOMAG COATING
67TBA—

Properties (7)

additional_info
630098072822202
custom_field_three
SPALLING
custom_field_two
3
customer
1
datetime
2022-07-28T22:31:54-07:00
documentation
PRO PIPE
is_lateral_inspection
false