Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 25, 2022, 08:55 AM

  • F 0032_F 0031_7252022_022300.mp4

Date
07/25/2022
W/O
0962090
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00033
PipeID
P11207
Time
1:55 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 0032
Downstream MH
F 0031
Dir. of Survey
Downstream
Length Surveyed
294.8 ft.
Total Length
294.8 ft.
Structural Index
5
Structural Quick
5641
Structural Rating
36
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
—
Overall Rating
40
Pipe schematic from manhole F 0032 to F 0031
MH: F 0032MH: F 0031downstream0 ft. AMH - Upstream Manhole, Survey Begins - 2:25AM0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area2 ft. MGO - General Observation - MAG COAT15.5 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG15.5 ft. MGO - General Observation - CORRODED LONG CIRCUM REBAR15.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE15.5 ft. SRC - Surface Reinforcement Corroded, from 11 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR35.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR128.7 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR176.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CURCUM REBAR MISSING185.9 ft. SRV - Surface Reinforcement Visible, from 09 to 12 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR194.7 ft. MGP - General Photograph - CORRISON BEYOUND REBAR281 ft. SRC - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR294.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR294.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR294.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE294.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG294.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: YES, Finish - CORRISON BEYOUND REBAR294.8 ft. AMH - Downstream Manhole, Survey Ends - 2:55AM

Observation photos (10)

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

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

  • General Observation - CORRODED LONG CIRCUM REBAR

    15.5 ft. - General Observation - CORRODED LONG CIRCUM REBAR

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

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

  • Surface Reinforcement Corroded, from 11 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    15.5 ft. - Surface Reinforcement Corroded, from 11 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

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

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

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

    128.7 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CURCUM REBAR MISSING

    176.4 ft. - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CURCUM REBAR MISSING

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

    185.9 ft. - Surface Reinforcement Visible, from 09 to 12 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

  • General Photograph - CORRISON BEYOUND REBAR

    194.7 ft. - General Photograph - CORRISON BEYOUND REBAR

  • Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

    281 ft. - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

All inspections of P11207Work order 0962090

Observations (20)

DistanceCodeObservation
2MGOMAG COAT
0AMH2:25AM
35.9SRCLONG CIRCUM REBAR
194.7MGPCORRISON BEYOUND REBAR
294.3SRCLONG CIRCUM REBAR
185.9SRVCORRISON BEYOUND REBAR
294.8AMH2:55AM
294.3SRCLONG CIRCUM REBAR
15.5SAMSEVERE AGG
281SRCCORRISON BEYOUND REBAR
294.3SSSBLISTERING PEELING CONCRETE
294.3SAMSEVERE AGG
15.5MGOCORRODED LONG CIRCUM REBAR
15.5SSSBLISTERING PEELING CONCRETE
15.5SRCLONG CIRCUM REBAR
128.7SRCLONG CIRCUM REBAR
176.4SRCLONG CURCUM REBAR MISSING
294.3SRCCORRISON BEYOUND REBAR
0MWL—
0MWM—

Properties (6)

custom_field_three
BROKEN MISSING REBAR CORRISON BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2022-07-25T01:55:28-07:00
documentation
MARTIN,OLIVER 111,BRAR,CASTILLO
is_lateral_inspection
false