Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 11, 2021, 10:15 AM

  • J 0231_J 0230_5112021_032159.mp4

Date
05/11/2021
W/O
0879983
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00057
PipeID
P11477
Time
3:15 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1802
Sewer Name
J JOINT OUTFALL J - UNIT 1E
City
PALO VERDES
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
47
Purpose
Capital Improvement Program Assesment
Project
20210511MDM_JOINT_OUTFALL_J_UNIT_1E
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
J 0230
Downstream MH
J 0231
Dir. of Survey
Upstream
Length Surveyed
361.8 ft.
Total Length
361.8 ft.
Structural Index
4
Structural Quick
5532
Structural Rating
37
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
37
Pipe schematic from manhole J 0230 to J 0231
MH: J 0230MH: J 0231upstream0 ft. AMH - Upstream Manhole, Survey Ends - 3:55AM(MH IS ABANDONED AND CAPPED0.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE0.5 ft. MGO - General Observation - 40% MAG COAT FINISH0.5 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG SPORATIC52.6 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR106.2 ft. SRC - Surface Reinforcement Corroded, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR106.2 ft. MGO - General Observation - CIRCUM REBAR CORRODED216.8 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR224.5 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR240.8 ft. SRC - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR274.2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG VERY SPORATIC283.4 ft. SAV - Surface Aggregate Visible, from 02 to 04 o'clock, within 8 inches of joint: NO - SRVERE AGG VERY SPORATIC321.4 ft. SSS - Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: YES - PEELING CONCRETE346.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE359.8 ft. MGO - General Observation - 40% MAG COAT START359.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE361.8 ft. AMH - Downstream Manhole, Survey Begins - 3:25AM361.8 ft. MWM - Water Mark, 30 %of cross sectional area361.8 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (13)

  • General Observation - 40% MAG COAT START

    2 ft. - General Observation - 40% MAG COAT START

  • 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 Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

    15.3 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

  • Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

    40.4 ft. - Surface Spalling, from 08 to 12 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

  • Surface Aggregate Visible, from 02 to 04 o'clock, within 8 inches of joint: NO - SRVERE AGG VERY SPORATIC

    78.4 ft. - Surface Aggregate Visible, from 02 to 04 o'clock, within 8 inches of joint: NO - SRVERE AGG VERY SPORATIC

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG VERY SPORATIC

    87.6 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG VERY SPORATIC

  • Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    121 ft. - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    137.3 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    145 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    255.6 ft. - Surface Reinforcement Corroded, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • General Observation - CIRCUM REBAR CORRODED

    255.6 ft. - General Observation - CIRCUM REBAR CORRODED

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    309.2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Upstream Manhole, Survey Ends - 3:55AM(MH IS ABANDONED AND CAPPED

    361.8 ft. - Upstream Manhole, Survey Ends - 3:55AM(MH IS ABANDONED AND CAPPED

All inspections of P11477Work order 0879983

Observations (19)

DistanceCodeObservation
2MGO40% MAG COAT START
255.6SRCCIRCUM REBAR
40.4SSSPEELING CONCRETE
145SRCCIRCUM REBAR
309.2SRCCIRCUM REBAR
0AMH3:25AM
15.3SSSBLISTERING CONCRETE
121SRCCIRCUM REBAR
2SSSBLISTERING PEELING CONCRETE
361.3SSSBLISTERING PEELING CONCRETE
0MWM—
361.3MGO40% MAG COAT FINISH
361.8AMH3:55AM(MH IS ABANDONED AND CAPPED
137.3SRCCIRCUM REBAR
255.6MGOCIRCUM REBAR CORRODED
361.3SAVSEVERE AGG SPORATIC
78.4SAVSRVERE AGG VERY SPORATIC
0MWL—
87.6SAVSEVERE AGG VERY SPORATIC

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2021-05-11T03:15:03-07:00
documentation
MARTIN,OLIVER 111,CASTILLO,BARR
is_lateral_inspection
false