Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 28, 2020, 06:34 AM

  • 14 1129_14 0254 _04272020_234634.mp4

Date
04/27/2020
W/O
823698
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00577
PipeID
P18311
Time
11:34 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7543
Sewer Name
14 TRUNK "A"
City
LANCASTER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 14
Page No.
06
Purpose
Routine Assessment
Project
RFIR_WO_823698_TV14039_APR2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
14 1129
Downstream MH
14 0254
Dir. of Survey
Downstream
Length Surveyed
225.1 ft.
Total Length
225.1 ft.
Structural Index
3
Structural Quick
5H3H
Structural Rating
474
O&M Index
2
O&M Quick
412H
O&M Rating
92
Overall Index
3
Overall Quick
—
Overall Rating
566
Pipe schematic from manhole 14 1129 to 14 0254
MH: 14 1129MH: 14 0254downstream0 ft. AMH - Upstream Manhole, Survey Begins - 14 11290 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - 45% MAG COAT2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. MWLS - Water Level, Sag in pipe, 10 %of cross sectional area, Start4.5 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start86 ft. MWLS - Water Level, Sag in pipe, 10 %of cross sectional area, Finish223.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish223.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish223.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish223.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish225.1 ft. AMH - Downstream Manhole, Survey Ends - 14 0254, RUN LIST STATES MH AT 303'.

Observation photos (4)

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

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

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

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

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

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

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

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

All inspections of P18311Work order 823698

Observations (15)

DistanceCodeObservation
2SAP—
2SSS—
223.1SSS—
86MWLS—
2MGO45% MAG COAT
0AMH14 1129
4.5SRV—
0MWL—
223.1DAGS—
225.1AMH14 0254, RUN LIST STATES MH AT 303'.
0MWM—
223.1SRV—
2DAGS—
2MWLS—
223.1SAP—

Properties (6)

additional_info
SC411234
custom_field_two
2
customer
LACSD
datetime
2020-04-27T23:34:04-07:00
documentation
PRO PIPE
is_lateral_inspection
false