Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 25, 2020, 12:11 PM

  • H 0087_H 0086_11252020_043919.mp4

Date
11/25/2020
W/O
855021
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00165
PipeID
P10539
Time
4:11 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8223
Sewer Name
JOINT OUTFALL H - UNIT 1F
City
HUNTINGTON PARK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
08
Purpose
Routine Assessment
Project
RFIR_WO_855021_TV01220_OCT2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Square
Height
36 in.
Width
36 in.
Upstream MH
H 0086
Downstream MH
H 0087
Dir. of Survey
Upstream
Length Surveyed
737.7 ft.
Total Length
737.7 ft.
Structural Index
3
Structural Quick
5\3\
Structural Rating
1470
O&M Index
2
O&M Quick
312\
O&M Rating
297
Overall Index
3
Overall Quick
—
Overall Rating
1767
Pipe schematic from manhole H 0086 to H 0087
MH: H 0086MH: H 0087upstream0 ft. MSA - Survey Abandoned - COMPLETED REVERSAL1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish1 ft. OBM - Obstacles Pipe Material, 15 %of cross sectional area, from 05 to 06 o'clock1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish735.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start735.7 ft. MGO - General Observation - 65% MAG COAT735.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start735.7 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start735.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start737.7 ft. MWM - Water Mark, 15 %of cross sectional area737.7 ft. MWL - Water Level, 10 %of cross sectional area737.7 ft. AMH - Downstream Manhole, Survey Begins - H 0086

Observation photos (6)

  • General Observation - 65% MAG COAT

    2 ft. - General Observation - 65% MAG COAT

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

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

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

  • Obstacles Pipe Material, 15 %of cross sectional area, from 05 to 06 o'clock

    736.7 ft. - Obstacles Pipe Material, 15 %of cross sectional area, from 05 to 06 o'clock

  • Survey Abandoned - COMPLETED REVERSAL

    737.7 ft. - Survey Abandoned - COMPLETED REVERSAL

All inspections of P10539Work order 855021

Observations (14)

DistanceCodeObservation
2DAGS—
2MGO65% MAG COAT
735DAGS—
736.7SRV—
2SAP—
736.7SAP—
0MWM—
0MWL—
737.7MSACOMPLETED REVERSAL
2SRV—
0AMHH 0086
736.7OBM—
2SSS—
736.7SSS—

Properties (6)

custom_field_three
REINFORCEMENT VISIBLE, DEBRIS
custom_field_two
2
customer
1
datetime
2020-11-25T04:11:52-08:00
documentation
PRO PIPE
is_lateral_inspection
false