Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 16, 2021, 09:54 AM

  • 18 0409_18 0408_03162021_030459.mp4

Date
03/16/2021
W/O
880300
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00699
PipeID
P14244
Time
2:54 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8638
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
S. WHITTIER
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
RFIR_WO_880300_TV18173_MAR2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0409
Downstream MH
18 0408
Dir. of Survey
Downstream
Length Surveyed
128.4 ft.
Total Length
128.4 ft.
Structural Index
3
Structural Quick
3D2D
Structural Rating
125
O&M Index
2
O&M Quick
2500
O&M Rating
10
Overall Index
2
Overall Quick
—
Overall Rating
135
Pipe schematic from manhole 18 0409 to 18 0408
MH: 18 0409MH: 18 0408downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 04092.2 ft. MGO - General Observation - MAG COAT2.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start6.9 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"89.8 ft. RFB - Roots Fine Barrell, from 08 to 04 o'clock100.1 ft. RFB - Roots Fine Barrell, from 08 to 04 o'clock, Start113.7 ft. RFB - Roots Fine Barrell, from 08 to 04 o'clock, Finish126 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - POSSIBLE DEPOSITS sETTELED THROUGH OUT REACH126.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish126.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish128.4 ft. AMH - Downstream Manhole, Survey Ends - 18 0408

Observation photos (6)

  • General Observation - MAG COAT

    2.2 ft. - General Observation - MAG COAT

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

    2.2 ft. - Surface Aggregate Projecting, 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

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

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

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

  • Roots Fine Barrell, from 08 to 04 o'clock

    89.8 ft. - Roots Fine Barrell, from 08 to 04 o'clock

  • Roots Fine Barrell, from 08 to 04 o'clock, Start

    100.1 ft. - Roots Fine Barrell, from 08 to 04 o'clock, Start

All inspections of P14244Work order 880300

Observations (14)

DistanceCodeObservation
2.2MGOMAG COAT
126DSZPOSSIBLE DEPOSITS sETTELED THROUGH OUT REACH
89.8RFB—
126.2SAP—
126.2SSS—
113.7RFB—
128.4AMH18 0408
6.9TB—
2.2SAP—
0MWL—
0MWM—
100.1RFB—
2.2SSS—
0AMH18 0409

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2021-03-16T02:54:30-07:00
documentation
PRO PIPE
is_lateral_inspection
false