Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 10, 2020, 07:01 AM

  • 19 0094_19 0093_7102020_000741.mp4

Date
07/10/2020
W/O
083364
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00722
PipeID
P15286
Time
12:01 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1475
Sewer Name
19 EAST ARTESIA TRUNK, SECTS 1,2,3,&5
City
HAWAIIAN GARDENS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
07
Purpose
Capital Improvement Program Assesment
Project
20200710_EAST_ARTESIA_TRUNK_SECTS_1_2_3_5
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0094
Downstream MH
19 0093
Dir. of Survey
Downstream
Length Surveyed
434.6 ft.
Total Length
434.6 ft.
Structural Index
5
Structural Quick
5742
Structural Rating
45
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
45
Pipe schematic from manhole 19 0094 to 19 0093
MH: 19 0094MH: 19 0093downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:10AM0 ft. MGO - General Observation - MH CONN 3:00 STUB0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - MH CONN 9:00 ACTIVE2 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 CONCRETE2 ft. MGO - General Observation - 90% MAG COAT START8 ft. MGO - General Observation - MAG COAT27.7 ft. SAM - Surface Aggregate Missing, from 09 to 11 o'clock, within 8 inches of joint: NO - SEVERE AGG36.3 ft. MWM - Water Mark, 40 %of cross sectional area54.1 ft. TB - Tap Break-In, at 08 o'clock, -, within 8 inches of joint: YES, 6" - Active56.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES, - CIRCUM REBAR57 ft. MWL - Water Level, 20 %of cross sectional area57 ft. MWM - Water Mark, 40 %of cross sectional area57 ft. TB - Tap Break-In, at 08 o'clock, -, within 8 inches of joint: YES, 6" - Active112.6 ft. TFC - Tap Factory Made Capped, at 03 o'clock, -, within 8 inches of joint: YES, 6" - Capped132.1 ft. SRC - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR151.3 ft. MGO - General Observation - MAG COAT 70% START162.9 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active166.1 ft. MWL - Water Level, 10 %of cross sectional area208 ft. MGO - General Observation - 95% MAG COAT START235.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR239.2 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open241 ft. SRC - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR259.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR268 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Active268 ft. SRC - Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR273.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR SPORATIC UNDER MAG COAT286.7 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active331 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active434 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE434 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR UNDER MAG COAT434 ft. MGO - General Observation - 95% MAG COAT FINISH434 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG434.6 ft. AMH - Downstream Manhole, Survey Ends - 1:00AM

Observation photos (14)

  • 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

  • General Observation - 90% MAG COAT START

    2 ft. - General Observation - 90% MAG COAT START

  • General Observation - MAG COAT

    8 ft. - General Observation - MAG COAT

  • Surface Aggregate Missing, from 09 to 11 o'clock, within 8 inches of joint: NO - SEVERE AGG

    27.7 ft. - Surface Aggregate Missing, from 09 to 11 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES, - CIRCUM REBAR

    56.3 ft. - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES, - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    132.1 ft. - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • General Observation - MAG COAT 70% START

    151.3 ft. - General Observation - MAG COAT 70% START

  • General Observation - 95% MAG COAT START

    208 ft. - General Observation - 95% MAG COAT START

  • Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    235.2 ft. - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

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

  • Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    259.9 ft. - Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    268 ft. - Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

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

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

All inspections of P15286Work order 083364

Observations (36)

DistanceCodeObservation
8MGOMAG COAT
239.2TFOpen
57MWL—
235.2SRCCIRCUM REBAR
273.4SRCCIRCUM REBAR SPORATIC UNDER MAG COAT
0MWL—
434SSSBLISTERING PEELING CONCRETE
2SAMSEVERE AGG
0AMH12:10AM
112.6TFCCapped
56.3SRCCIRCUM REBAR
434SRCCIRCUM REBAR UNDER MAG COAT
268TFActive
208MGO95% MAG COAT START
0MGOMH CONN 3:00 STUB
132.1SRCCIRCUM REBAR
57MWM—
36.3MWM—
57TBActive
2SSSBLISTERING PEELING CONCRETE
0MWM—
0MGOMH CONN 9:00 ACTIVE
151.3MGOMAG COAT 70% START
434.6AMH1:00AM
434MGO95% MAG COAT FINISH
434SAMSEVERE AGG
166.1MWL—
331TFActive
162.9TFActive
286.7TFActive
54.1TBActive
27.7SAMSEVERE AGG
268SRCCIRCUM REBAR
259.9SRCCIRCUM REBAR
241SRCCIRCUM REBAR
2MGO90% MAG COAT START

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2020-07-10T00:01:50-07:00
documentation
MARTIN,OLIVER 111,SHADLER,BARR
is_lateral_inspection
false