Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 30, 2021, 07:38 AM

  • F 0077_F 0076_9302021_010819.mp4

Date
09/30/2021
W/O
0916539
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00035
PipeID
P10173
Time
12:38 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1961
Sewer Name
F JOINT OUTFALL F - UNIT 3A
City
BELLFLOWER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
39
Purpose
Capital Improvement Program Assesment
Project
20210929MDM_JOINT_OUTFALL_F_UNIT_3A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
60 in.
Upstream MH
F 0077
Downstream MH
F 0076
Dir. of Survey
Downstream
Length Surveyed
39.8 ft.
Total Length
39.8 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 F 0077 to F 0076
MH: F 0077MH: F 0076downstream0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:50AM0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR39.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE39.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG39.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR39.8 ft. AMH - Downstream Manhole, Survey Ends - 1: 10AM (STOPLOG IN PLACE

Observation photos (6)

  • Water Mark, 80 %of cross sectional area

    0 ft. - Water Mark, 80 %of cross sectional area

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

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

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

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

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

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

  • Downstream Manhole, Survey Ends - 1: 10AM (STOPLOG IN PLACE

    39.8 ft. - Downstream Manhole, Survey Ends - 1: 10AM (STOPLOG IN PLACE

All inspections of P10173Work order 0916539

Observations (11)

DistanceCodeObservation
39.2SSSBLISTERING PEELING CONCRETE
39.8AMH1: 10AM (STOPLOG IN PLACE
2SRCCIRCUM REBAR
0MWL—
2SAMSEVERE AGG
39.2SAMSEVERE AGG
2SSSBLISTERING PEELING CONCRETE
39.2SRCCIRCUM REBAR
0AMH12:50AM
0MWM—
2SRCCIRCUM REBAR

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2021-09-30T00:38:13-07:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false