Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 15, 2021, 08:08 AM

  • H 0088_H 0087_10152021_003350.mp4

Date
10/15/2021
W/O
916413
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00165
PipeID
P10540
Time
1:08 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9446
Sewer Name
H JOINT OUTFALL H - UNIT 1F
City
HUNTINGTON PARK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
08
Purpose
Routine Assessment
Project
RFIR_WO_916413_TV01220_OCT2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Width
36 in.
Upstream MH
H 0088
Downstream MH
H 0087
Dir. of Survey
Downstream
Length Surveyed
660.8 ft.
Total Length
660.8 ft.
Structural Index
3
Structural Quick
5Y3Y
Structural Rating
1311
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
1311
Pipe schematic from manhole H 0088 to H 0087
MH: H 0088MH: H 0087downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 00880 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area2.2 ft. MGO - General Observation - MAG COAT2.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start10 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start15.4 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start560.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR PRESENT569 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR PRESENT660.8 ft. AMH - Downstream Manhole, Survey Ends - H 0087660.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish660.8 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish660.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (4)

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

    2.2 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

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

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

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

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR PRESENT

    560.2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR PRESENT

All inspections of P10540Work order 916413

Observations (13)

DistanceCodeObservation
2.2MGOMAG COAT
660.8AMHH 0087
660.8SAP—
2.2SAP—
10SSS—
660.8SRV—
560.2SRCBROKEN REBAR PRESENT
569SRCBROKEN REBAR PRESENT
15.4SRV—
660.8SSS—
0AMHH 0088
0MWL—
0MWM—

Properties (7)

additional_info
630074101421201
custom_field_three
AGGRGT. PROJECTING-REINFORCEMENT BROKEN / VISIBLE
custom_field_two
1
customer
1
datetime
2021-10-15T01:08:42-07:00
documentation
PROPIPE
is_lateral_inspection
false