Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 18, 2020, 10:55 AM

  • A 0896_A 0895_2182020_033712.mp4

Date
02/18/2020
W/O
0813470
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00318
PipeID
P07990
Time
2:55 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1362
Sewer Name
A JOA-1A FLORENCE AVENUE INTERCEPTOR
City
NORWALK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
25
Purpose
Routine Assessment
Project
20200218MDM_JOA_1A_FLORENCE_AVENUE_INTERCEPTOR
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
A 0896
Downstream MH
A 0895
Dir. of Survey
Downstream
Length Surveyed
4.5 ft.
Total Length
4.5 ft.
Structural Index
4
Structural Quick
5241
Structural Rating
16
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
21
Pipe schematic from manhole A 0896 to A 0895
MH: A 0896MH: A 0895downstream0 ft. MWM - Water Mark, 80 %of cross sectional area0 ft. MWL - Water Level, 70 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:35AM2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE3 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG4 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR4 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR4.5 ft. MSA - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

Observation photos (6)

  • Water Level, 70 %of cross sectional area

    0 ft. - Water Level, 70 %of cross sectional area

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

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

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

    3 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    4 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    4 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Survey Abandoned - DOWNLEG UPSTREAM SIPHON

    4.5 ft. - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

All inspections of P07990Work order 0813470

Observations (8)

DistanceCodeObservation
0MWM—
4SRCLONG & CIRCUM REBAR
0MWL—
2SSSBLISTERING CONCRETE
3SAMSEVERE AGG
4SRCCIRCUM REBAR
0AMH3:35AM
4.5MSADOWNLEG UPSTREAM SIPHON

Properties (8)

additional_info
DOWNLEG UPSTREAM SIPHON
custom_field_three
LONG & CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2020-02-18T02:55:17-08:00
documentation
MARTIN,REVELES,CASTILLO
is_lateral_inspection
false
year_laid
19860328