Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 21, 2021, 07:30 PM

  • A 0588_A 0587_12212021_114123.mp4

Date
12/21/2021
W/O
926597
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00316
PipeID
P07793
Time
11:30 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K9702
Sewer Name
A JOA-1A DISTRICT 21 INTERCEPTOR
City
HACIENDA HEIGHTS
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
34
Purpose
Routine Assessment
Project
RFIR_WO_926597_TV21041_DEC2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Width
30 in.
Upstream MH
A 0588
Downstream MH
A 0587
Dir. of Survey
Downstream
Length Surveyed
414 ft.
Total Length
414 ft.
Structural Index
3
Structural Quick
583O
Structural Rating
445
O&M Index
2
O&M Quick
2O00
O&M Rating
164
Overall Index
2
Overall Quick
—
Overall Rating
609
Pipe schematic from manhole A 0588 to A 0587
MH: A 0588MH: A 0587downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - A 05882 ft. MGO - General Observation - 40% MAG COAT2 ft. SAP - Surface Aggregate Projecting, 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, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start372.5 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES372.5 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start405.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish405.5 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish405.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish405.5 ft. RPP - Repair Patch, from 12 to 12 o'clock, within 8 inches of joint: YES - .412 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish414 ft. AMH - Downstream Manhole, Survey Ends - A 0587

Observation photos (5)

  • General Observation - 40% MAG COAT

    2 ft. - General Observation - 40% MAG COAT

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

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

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

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

  • Repair Patch, from 12 to 12 o'clock, within 8 inches of joint: YES - .

    405.5 ft. - Repair Patch, from 12 to 12 o'clock, within 8 inches of joint: YES - .

All inspections of P07793Work order 926597

Observations (15)

DistanceCodeObservation
405.5SAP—
0MWL—
372.5SRC—
405.5SRV—
414AMHA 0587
2MGO40% MAG COAT
405.5SSS—
2SAP—
405.5RPP.
412DAGS—
372.5SRV—
0MWM—
2SSS—
2DAGS—
0AMHA 0588

Properties (6)

custom_field_three
REINFORCEMENT VISIBLE/CORRODEDAGGREGATE PROJECTING
custom_field_two
2
customer
1
datetime
2021-12-21T11:30:49-08:00
documentation
PRO PIPE
is_lateral_inspection
false