Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 4, 2022, 08:22 AM

  • F 0027_F 0026_842022_020744.mp4

Date
08/04/2022
W/O
0962090
Weather
Dry
Operator/Surveyor
MMARTIN
Sewer ID
Z00033
PipeID
P10117
Time
1:22 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H3168
Sewer Name
F JOINT OUTFALL F - UNIT 1
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
01
Purpose
Capital Improvement Program Assesment
Project
20220804MDM_JOINT_OUTFALL_F_UNIT_1
Material
Reinforced Concrete Pipe
Shape
Circular
Height
69 in.
Upstream MH
F 0027
Downstream MH
F 0026
Dir. of Survey
Downstream
Length Surveyed
540.9 ft.
Total Length
540.9 ft.
Structural Index
5
Structural Quick
5741
Structural Rating
41
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
41
Pipe schematic from manhole F 0027 to F 0026
MH: F 0027MH: F 0026downstream0 ft. AMH - Upstream Manhole, Survey Begins - 2:05AM0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MWM - Water Mark, 30 %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 CORRODED MISSING2 ft. MGO - General Observation - MAG COAT 10%2 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 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE13.4 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR37.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR90.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - MISSING REBAR99.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO, Start - CORRISON BEYOUND REBAR105.7 ft. SRC - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR139.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR BROKEN REBAR540.1 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN540.1 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR CORRODED MISSING540.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE540.1 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active540.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG540.1 ft. SRC - Surface Reinforcement Corroded, from 09 to 01 o'clock, within 8 inches of joint: NO, Finish - CORRISON BEYOUND REBAR540.9 ft. AMH - Downstream Manhole, Survey Ends - 2:45AM

Observation photos (9)

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

    2 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR CORRODED 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 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

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

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

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

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

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

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

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

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

  • Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

    105.7 ft. - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

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

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

All inspections of P10117Work order 0962090

Observations (20)

DistanceCodeObservation
37.3SRCMISSING REBAR
540.1MGOConn. @ Mh, 3 O' Clock. OPEN
540.1SRCLONG CIRCUM REBAR CORRODED MISSING
2SRCLONG CIRCUM REBAR CORRODED MISSING
2MGOMAG COAT 10%
540.1SSSBLISTERING PEELING CONCRETE
540.1MGOConn. @ Mh, 9 O' Clock. Active
2SAMSEVERE AGG
13.4SRCBROKEN REBAR
540.9AMH2:45AM
0AMH2:05AM
90.2SRCMISSING REBAR
0MWL—
2SSSBLISTERING PEELING CONCRETE
540.1SAMSEVERE AGG
99.4SRCCORRISON BEYOUND REBAR
105.7SRCCORRISON BEYOUND REBAR
540.1SRCCORRISON BEYOUND REBAR
139.2SRCCORRISON BEYOUND REBAR BROKEN REBAR
0MWM—

Properties (6)

custom_field_three
CORRODED REBAR CORRISON BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2022-08-04T01:22:55-07:00
documentation
MARTIN,OLIVER 111,BRAR,
is_lateral_inspection
false