Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 3, 2022, 10:19 AM
  • 18 0919_18 0399_03032022_034814.mp4

Date
03/03/2022
W/O
941501
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00699
PipeID
P14233
Time
2:19 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K9800
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
20
Purpose
Routine Assessment
Project
RFIR_WO_941501_TV18173_MAR2022
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
18 in.
Upstream MH
18 0919
Downstream MH
18 0399
Dir. of Survey
Downstream
Length Surveyed
327.8 ft.
Total Length
327.8 ft.
Structural Index
3
Structural Quick
3L2L
Structural Rating
325
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
Overall Rating
331
Pipe schematic from manhole 18 0919 to 18 0399
MH: 18 0919MH: 18 0399downstream0 ft. AMH - Upstream Manhole, Survey Begins - 18 09190 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start7.6 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"87.2 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6"88.1 ft. RBL - Roots Ball Lateral, from 03 to 09 o'clock, 55 %88.1 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6"99.1 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 08 o'clock, , within 8 inches of joint: NO148.7 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 8"187.2 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 6"189.3 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6"199.8 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 8"295 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6"327.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish327.8 ft. AMH - Downstream Manhole, Survey Ends - 18 0399327.8 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (10)

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

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

  • 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

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

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

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

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

  • Roots Ball Lateral, from 03 to 09 o'clock, 55 %

    88.1 ft. - Roots Ball Lateral, from 03 to 09 o'clock, 55 %

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

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

  • Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 6"

    187.2 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 6"

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

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

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

    199.8 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: YES, 6"

    295 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6"

Observations (18)

DistanceCodeObservation
87.2TB
199.8TB
88.1RBL
0AMH18 0919
295TB
0MWM
187.2TB
327.8SSS
2SAV
99.1DAGS
0MWL
7.6TBA
148.7TFA
327.8AMH18 0399
189.3TB
2SSS
88.1TB
327.8SAV

Properties (7)

additional_info
63007403022202
custom_field_three
AGGREGATE VISIBLE, SPALLING
custom_field_two
3
customer
1
datetime
2022-03-03T02:19:13-08:00
documentation
PRO PIPE
is_lateral_inspection
false