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

  • H 0087_H 0086_11252020_032031.mp4

Date
11/25/2020
W/O
855021
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00165
PipeID
P10539
Time
3:12 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 0087
Downstream MH
H 0086
Dir. of Survey
Downstream
Length Surveyed
15.6 ft.
Total Length
15.6 ft.
Structural Index
3
Structural Quick
5333
Structural Rating
30
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
3
Overall Quick
—
Overall Rating
33
Pipe schematic from manhole H 0087 to H 0086
MH: H 0087MH: H 0086downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 00870 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.1 ft. MGO - General Observation - 45% MAG COAT3.1 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start15.2 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - UNKNOWN15.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish15.6 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish15.6 ft. MSA - Survey Abandoned - DUE TO DEBRIS.15.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (6)

  • 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

  • General Observation - 45% MAG COAT

    3.1 ft. - General Observation - 45% MAG COAT

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

    3.1 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

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

  • Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - UNKNOWN

    15.2 ft. - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - UNKNOWN

  • Survey Abandoned - DUE TO DEBRIS.

    15.6 ft. - Survey Abandoned - DUE TO DEBRIS.

All inspections of P10539Work order 855021

Observations (12)

DistanceCodeObservation
3.1MGO45% MAG COAT
15.6SSS—
3.1SRV—
3.1SAP—
15.2DSZUNKNOWN
0AMHH 0087
15.6SRV—
0MWL—
0MWM—
15.6MSADUE TO DEBRIS.
2SSS—
15.6SAP—

Properties (6)

custom_field_three
REINFORCEMENT VISIBLE, DEBRIS
custom_field_two
2
customer
1
datetime
2020-11-25T03:12:19-08:00
documentation
PRO PIPE
is_lateral_inspection
false