Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 25, 2020, 01:03 PM

  • H 0085_H 0084_11252020_053021.mp4

Date
11/25/2020
W/O
855021
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00165
PipeID
P10537
Time
5:03 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.
11
Purpose
Routine Assessment
Project
RFIR_WO_855021_TV01220_OCT2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Width
36 in.
Upstream MH
H 0085
Downstream MH
H 0084
Dir. of Survey
Downstream
Length Surveyed
797.2 ft.
Total Length
797.2 ft.
Structural Index
3
Structural Quick
5_3_
Structural Rating
1590
O&M Index
2
O&M Quick
2_00
O&M Rating
318
Overall Index
3
Overall Quick
—
Overall Rating
1908
Pipe schematic from manhole H 0085 to H 0084
MH: H 0085MH: H 0084downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 00850 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 15 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. MGO - General Observation - 65% MAG COAT2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start564.8 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 12" - UNKNOWN795 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish795 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish795 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish795 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish797.2 ft. AMH - Downstream Manhole, Survey Ends - H 0084

Observation photos (5)

  • General Observation - 65% MAG COAT

    2 ft. - General Observation - 65% MAG COAT

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

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

  • 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 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

  • Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 12" - UNKNOWN

    564.8 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 12" - UNKNOWN

All inspections of P10537Work order 855021

Observations (14)

DistanceCodeObservation
0AMHH 0085
0MWL—
564.8TBUNKNOWN
795SSS—
2DAGS—
795SAP—
797.2AMHH 0084
0MWM—
795DAGS—
2MGO65% MAG COAT
795SRV—
2SRV—
2SAP—
2SSS—

Properties (6)

custom_field_three
REINFORCEMENT VISIBLE, REINFORCEMENT CORRODED
custom_field_two
2
customer
1
datetime
2020-11-25T05:03:54-08:00
documentation
PRO PIPE
is_lateral_inspection
false