Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 16, 2016, 07:18 PM

  • A 0627_A 0626_2162016_112140.mp4

Date
02/16/2016
W/O
0541683
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00316
PipeID
P07832
Time
11:18 AM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7051
Sewer Name
A JOA-1A DISTRICT 21 INTERCEPTOR
City
INDUSTRY
Loc. details
Railway
Location Code
L
Use of Sewer
Sanitary Sewer
District
District 21
Page No.
33
Purpose
Capital Improvement Program Assesment
Project
20160216AM_JOA_1A_DISTRICT_21_INTERCEPTOR
Material
Reinforced Concrete Pipe
Shape
Circular
Height
48 in.
Upstream MH
A 0627
Downstream MH
A 0626
Dir. of Survey
Downstream
Length Surveyed
2.1 ft.
Total Length
2.1 ft.
Structural Index
4
Structural Quick
5231
Structural Rating
15
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
15
Pipe schematic from manhole A 0627 to A 0626
MH: A 0627MH: A 0626downstream0 ft. MWL - Water Level, 100 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 11:20 AM2 ft. RPZD - Repair Other Defective, within 8 inches of joint: NO - LINER PATCH2 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: NO2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO2.1 ft. MSA - Survey Abandoned - VIEW OF THE DOWNLEG PIPE OF THE U/S SIPHON

Observation photos (8)

  • Water Level, 100 %of cross sectional area

    0 ft. - Water Level, 100 %of cross sectional area

  • Upstream Manhole, Survey Begins - 11:20 AM

    0 ft. - Upstream Manhole, Survey Begins - 11:20 AM

  • Repair Other Defective, within 8 inches of joint: NO - LINER PATCH

    2 ft. - Repair Other Defective, within 8 inches of joint: NO - LINER PATCH

  • Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

    2 ft. - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO

    2 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

    2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

  • Survey Abandoned - VIEW OF THE DOWNLEG PIPE OF THE U/S SIPHON

    2.1 ft. - Survey Abandoned - VIEW OF THE DOWNLEG PIPE OF THE U/S SIPHON

All inspections of P07832Work order 0541683

Observations (8)

DistanceCodeObservation
2RPZDLINER PATCH
2SAV—
2SSS—
0MWL—
2.1MSAVIEW OF THE DOWNLEG PIPE OF THE U/S SIPHON
0AMH11:20 AM
2SRV—
2SRC—

Properties (7)

additional_info
RFIR INSPECTION, VIEW OF THE DOWNLEG PIPE OF THE U/S SIPHON
custom_field_three
BROKEN REBAR, SEV. EXP. AGG, SPALLING
custom_field_two
1
customer
LACSD
datetime
2016-02-16T11:18:17-08:00
documentation
MIRANDA, SHADLER, FRANKLIN, MIRABAL
is_lateral_inspection
false