Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 24, 2021, 08:16 AM

  • 1_1_2_24062021_020004.mp4

Date
06/24/2021
W/O
0879983
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00057
PipeID
P11467
Time
1:16 AM
Certificate
U-1014-06022543
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0315
Sewer Name
JOINT OUTFALL J - UNIT 1E
City
PALOS VERDES
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
48
Purpose
Capital Improvement Program Assesment
Project
20210624MDM_JOINT_OUTFALL_J_UNIT_1E
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
J 0222
Downstream MH
J 0219
Dir. of Survey
Downstream
Length Surveyed
1404.9 ft.
Total Length
1405 ft.
Structural Index
3
Structural Quick
5t4t
Structural Rating
3779
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
3779
Pipe schematic from manhole J 0222 to J 0219
MH: J 0222MH: J 0219downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:55AM0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG2 ft. MGO - General Observation - MAG COAT 80%24.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE26 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG SPORATIC43.7 ft. MGO - General Observation - MAG COAT 30%69.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC85.1 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR94.9 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG100.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR107.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR120.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR SPORATIC129.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR190.9 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR290.8 ft. MGP - General Photograph - CORRODED CIRCUM REBAR292 ft. SRC - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES - LONG & CIRCUM REBAR506.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR VERY SPORATIC506.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR773.9 ft. SSS - Surface Spalling, at 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE1002 ft. MGO - General Observation - MAG COAT 5%1084.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE1271 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR1390.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR CORRODED & MISSING REBAR1399.1 ft. MGP - General Photograph - CORRODED CIRCUM REBAR1404.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM CORRODED & MISSING1404.2 ft. MGO - General Observation - 5% MAG COAT FINISH1404.2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG1404.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR VERY SPORATIC1404.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE1404.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG1405 ft. AMH - Downstream Manhole, Survey Ends - 4:04AM

Observation photos (20)

  • 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

  • General Observation - MAG COAT 80%

    2 ft. - General Observation - MAG COAT 80%

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

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

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

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

  • General Observation - MAG COAT 30%

    43.7 ft. - General Observation - MAG COAT 30%

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

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

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

    85.1 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

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

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

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

    100.8 ft. - Surface Reinforcement Corroded, from 10 to 02 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 SPORATIC

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

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

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

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    190.9 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

  • General Photograph - CORRODED CIRCUM REBAR

    290.8 ft. - General Photograph - CORRODED CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES - LONG & CIRCUM REBAR

    292 ft. - Surface Reinforcement Corroded, from 08 to 12 o'clock, within 8 inches of joint: YES - LONG & CIRCUM REBAR

  • Surface Spalling, at 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    773.9 ft. - Surface Spalling, at 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • General Observation - MAG COAT 5%

    1002 ft. - General Observation - MAG COAT 5%

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

    1084.1 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    1271 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

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

    1390.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR CORRODED & MISSING REBAR

  • General Photograph - CORRODED CIRCUM REBAR

    1399.1 ft. - General Photograph - CORRODED CIRCUM REBAR

All inspections of P11467Work order 0879983

Observations (34)

DistanceCodeObservation
1271SRCLONG REBAR
1404.2SRCCIRCUM CORRODED & MISSING
2SSSBLISTERING PEELING CONCRETE
190.9SRCLONG & CIRCUM REBAR
290.8MGPCORRODED CIRCUM REBAR
94.9SAMSEVERE AGG
43.7MGOMAG COAT 30%
1404.2MGO5% MAG COAT FINISH
100.8SRCLONG CIRCUM REBAR
2SAMSEVERE AGG
1404.2SAVSEVERE AGG
1404.2SRCLONG & CIRCUM REBAR VERY SPORATIC
0AMH1:55AM
506.2SRCLONG & CIRCUM REBAR VERY SPORATIC
0MWM—
1404.2SSSBLISTERING PEELING CONCRETE
506.2SRCLONG & CIRCUM REBAR
1084.1SSSPEELING CONCRETE
292SRCLONG & CIRCUM REBAR
1002MGOMAG COAT 5%
1390.1SRCCIRCUM REBAR CORRODED & MISSING REBAR
26SAVSEVERE AGG SPORATIC
129.6SRCLONG CIRCUM REBAR
1399.1MGPCORRODED CIRCUM REBAR
2MGOMAG COAT 80%
69.7SAVSEVERE AGG SPORATIC
773.9SSSPEELING CONCRETE
120.4SRCLONG CIRCUM REBAR SPORATIC
0MWL—
107.3SRCLONG & CIRCUM REBAR
85.1SRCLONG REBAR
1405AMH4:04AM
1404.2SAMSEVERE AGG
24.1SSSBLISTERING PEELING CONCRETE

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED & MISSING
custom_field_two
2
customer
1
datetime
2021-06-24T01:16:15-07:00
documentation
MARTIN,REVELES,OLIVER 111,BARR,RAMIREZ
is_lateral_inspection
false