Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 11, 2019, 07:20 AM

  • 13_1_1_11062019_003958.mp4

Date
06/11/2019
W/O
766606
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00698
PipeID
P13917
Time
12:20 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6563
Sewer Name
18 SANTA FE STREET TRUNK
City
WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
22
Purpose
Routine Assessment
Project
WO_766606_TV18177_MAY2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
18 0097
Downstream MH
18 0096
Dir. of Survey
Downstream
Length Surveyed
386 ft.
Total Length
386 ft.
Structural Index
3
Structural Quick
3O2H
Structural Rating
328
O&M Index
2
O&M Quick
4131
O&M Rating
159
Overall Index
2
Overall Quick
—
Overall Rating
487
Pipe schematic from manhole 18 0097 to 18 0096
MH: 18 0097MH: 18 0096downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 00972.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start4.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start27.9 ft. MGO - General Observation - ABANDONED MH33.3 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start66.7 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish66.8 ft. CL - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES133.9 ft. CL - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES186 ft. SSS - Surface Spalling, at 03 o'clock, within 8 inches of joint: YES189.2 ft. FS - Fracture Spiral, from 09 to 03 o'clock, within 8 inches of joint: YES197.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start222.4 ft. RMJ - Roots Medium Joint, at 11 o'clock, 10 %, within 8 inches of joint: YESR360.6 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES384.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish384.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish384.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish386 ft. AMH - Downstream Manhole, Survey Ends - 18 0096

Observation photos (10)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    2.5 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

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

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

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    33.3 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

  • Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    66.8 ft. - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

  • Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES

    133.9 ft. - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES

  • Surface Spalling, at 03 o'clock, within 8 inches of joint: YES

    186 ft. - Surface Spalling, at 03 o'clock, within 8 inches of joint: YES

  • Fracture Spiral, from 09 to 03 o'clock, within 8 inches of joint: YES

    189.2 ft. - Fracture Spiral, from 09 to 03 o'clock, within 8 inches of joint: YES

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

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

  • Roots Medium Joint, at 11 o'clock, 10 %, within 8 inches of joint: YESR

    222.4 ft. - Roots Medium Joint, at 11 o'clock, 10 %, within 8 inches of joint: YESR

  • Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    360.6 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES

All inspections of P13917Work order 766606

Observations (19)

DistanceCodeObservation
133.9CL—
66.7SSS—
0MWM—
197.9SSS—
386AMH18 0096
4.3SAP—
222.4RMJ—
2.5DAGS—
66.8CL—
384.3SAP—
384.3SSS—
360.6FL—
27.9MGOABANDONED MH
384.3DAGS—
186SSS—
33.3SSS—
0MWL—
189.2FS—
0AMH18 0097

Properties (6)

additional_info
SC377686
custom_field_two
3
customer
LACSD
datetime
2019-06-11T00:20:33-07:00
documentation
PROPIPE
is_lateral_inspection
false