Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 10, 2020, 10:52 AM

  • 19 0090_19 0089_7102020_043251.mp4

Date
07/10/2020
W/O
0833638
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00722
PipeID
P15282
Time
3:52 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1476
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 0089
Downstream MH
19 0090
Dir. of Survey
Upstream
Length Surveyed
173.8 ft.
Total Length
173.8 ft.
Structural Index
5
Structural Quick
5A41
Structural Rating
56
O&M Index
3
O&M Quick
4221
O&M Rating
10
Overall Index
4
Overall Quick
—
Overall Rating
66
Pipe schematic from manhole 19 0089 to 19 0090
MH: 19 0089MH: 19 0090upstream0 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM0.8 ft. MGO - General Observation - 80% MAG COAT FINISH0.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE0.8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG2.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR3.8 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR47.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR63.5 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR88.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR98.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR112.1 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - SLUDGE114.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR129.6 ft. MWM - Water Mark, 60 %of cross sectional area131.1 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES, Finish - CIIRCUM REBAR131.1 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR140.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR147.6 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR152.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR163 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR171.8 ft. MGO - General Observation - MAG COAT 70%171.8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start171.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start173.8 ft. MWL - Water Level, 10 %of cross sectional area173.8 ft. AMH - Downstream Manhole, Survey Begins - 4:40AM173.8 ft. MGO - General Observation - MH CONN 9:00 ACTIVE173.8 ft. MWM - Water Mark, 50 %of cross sectional area

Observation photos (13)

  • General Observation - MAG COAT 70%

    2 ft. - General Observation - MAG COAT 70%

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

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

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

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

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

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

  • Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    26.2 ft. - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

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

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

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

    58.9 ft. - Surface Reinforcement Corroded, from 09 to 03 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 - CIRCUM REBAR

    75.6 ft. - Surface Reinforcement Corroded, from 09 to 03 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 - CIRCUM REBAR

    85.4 ft. - Surface Reinforcement Corroded, from 09 to 03 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 - CIRCUM REBAR

    110.3 ft. - Surface Reinforcement Corroded, from 09 to 03 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 - CIRCUM REBAR

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

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

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

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

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

All inspections of P15282Work order 0833638

Observations (26)

DistanceCodeObservation
75.6SRCCIRCUM REBAR
10.8SRCCIRCUM REBAR
42.7SRCCIIRCUM REBAR
173MGO80% MAG COAT FINISH
2MGOMAG COAT 70%
0MWL—
2SAM—
0AMH4:40AM
171SRCMISSING REBAR
85.4SRCCIRCUM REBAR
173SSSBLISTERING PEELING CONCRETE
0MGOMH CONN 9:00 ACTIVE
26.2SRCCIRCUM REBAR
126.4SRCCIRCUM REBAR
2SSS—
0MWM—
173.8AMH5:00AM
44.2MWM—
42.7SRCCIRCUM REBAR
173SAMSEVERE AGG
110.3SRCCIRCUM REBAR
61.7DSZSLUDGE
58.9SRCCIRCUM REBAR
32.9SRCCIRCUM REBAR
170SRCLONG & CIRCUM REBAR
21.4SRCCIRCUM REBAR

Properties (7)

additional_info
REVERSE INSPECTION
custom_field_three
LONG & CIRCUM REBAR CORRODED AND MISSING
custom_field_two
1
customer
LACSD
datetime
2020-07-10T03:52:43-07:00
documentation
MARTIN,OLIVER 111,SHADLER,BARR
is_lateral_inspection
false