Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 25, 2022, 10:00 AM

  • F 0031_F 0030_7252022_030709.mp4

Date
07/25/2022
W/O
0962090
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00033
PipeID
P10121
Time
3:00 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H3159
Sewer Name
F JOINT OUTFALL F - UNIT 1
City
BELLFLOWER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
02
Purpose
Capital Improvement Program Assesment
Project
20220725MDM_JOINT_OUTFALL_F_UNIT_1
Material
Reinforced Concrete Pipe
Shape
Circular
Height
69 in.
Upstream MH
F 0031
Downstream MH
F 0030
Dir. of Survey
Downstream
Length Surveyed
342.9 ft.
Total Length
342.9 ft.
Structural Index
5
Structural Quick
5641
Structural Rating
36
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
36
Pipe schematic from manhole F 0031 to F 0030
MH: F 0031MH: F 0030downstream0 ft. AMH - Upstream Manhole, Survey Begins - 3:10AM0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR BROKEN MISSING2 ft. SAM - Surface Aggregate Missing, from 08 to 04 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 CONCRETE3.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR3.3 ft. MGO - General Observation - MAG COAT 30%17.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CURCUM REBAR BROKEN23.9 ft. MGP - General Photograph - CORRISON BEYOUND REBAR148.7 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR177 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active215 ft. TFA - Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: YES, 6" - Active295.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR342.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE342.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG342.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES - CORRISON BEYOUND REBAR THROUGHOUT REACH342.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR BROKEN MISSING342.9 ft. AMH - Downstream Manhole, Survey Ends - 3:40AM

Observation photos (10)

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR BROKEN MISSING

    2 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR BROKEN MISSING

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 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 - CORRISON BEYOUND REBAR

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

  • General Observation - MAG COAT 30%

    3.3 ft. - General Observation - MAG COAT 30%

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

    17.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CURCUM REBAR BROKEN

  • General Photograph - CORRISON BEYOUND REBAR

    23.9 ft. - General Photograph - CORRISON BEYOUND REBAR

  • Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR

    148.7 ft. - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR

  • Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active

    177 ft. - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

    295.9 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

All inspections of P10121Work order 0962090

Observations (19)

DistanceCodeObservation
0AMH3:10AM
342.2SSSBLISTERING PEELING CONCRETE
215TFAActive
2SRCLONG CIRCUM REBAR BROKEN MISSING
342.9AMH3:40AM
3.3SRCCORRISON BEYOUND REBAR
2SAMSEVERE AGG
342.2SAMSEVERE AGG
23.9MGPCORRISON BEYOUND REBAR
17.8SRCCURCUM REBAR BROKEN
0MWM—
2SSSBLISTERING PEELING CONCRETE
342.2SRCCORRISON BEYOUND REBAR THROUGHOUT REACH
3.3MGOMAG COAT 30%
177TFAActive
342.2SRCLONG CIRCUM REBAR BROKEN MISSING
148.7SRCBROKEN REBAR
0MWL—
295.9SRCCORRISON BEYOUND REBAR

Properties (6)

custom_field_three
BROKEN MISSING REBAR CORRISON BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2022-07-25T03:00:49-07:00
documentation
MARTIN,OLIVER 111,BRAR,CASTILLO
is_lateral_inspection
false