Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 28, 2021, 10:07 AM

  • C 0166_C 0165_09282021_032020.mp4

Date
09/28/2021
W/O
911338
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00129
PipeID
P09679
Time
3:07 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9428
Sewer Name
C JOINT OUTFALL C - UNIT 5B
City
LONG BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
10
Purpose
Routine Assessment
Project
RFIR_WO_911338_TV19070_SEP2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
42 in.
Upstream MH
C 0166
Downstream MH
C 0165
Dir. of Survey
Downstream
Length Surveyed
435.7 ft.
Total Length
435.7 ft.
Structural Index
3
Structural Quick
523P
Structural Rating
443
O&M Index
2
O&M Quick
422a
O&M Rating
352
Overall Index
2
Overall Quick
—
Overall Rating
795
Pipe schematic from manhole C 0166 to C 0165
MH: C 0166MH: C 0165downstream0 ft. AMH - Upstream Manhole, Survey Begins - C 01660 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %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. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start2.6 ft. MGO - General Observation - 80% MAG COAT34.2 ft. SRV - Surface Reinforcement Visible, from 12 to 05 o'clock, within 8 inches of joint: YES209.4 ft. IR - Infiltration Runner, at 04 o'clock, within 8 inches of joint: NO265.7 ft. IR - Infiltration Runner, at 04 o'clock, within 8 inches of joint: YES331.1 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO433 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish433 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish433 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish435.7 ft. AMH - Downstream Manhole, Survey Ends - C 0165435.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (5)

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

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

  • Surface Reinforcement Visible, from 12 to 05 o'clock, within 8 inches of joint: YES

    34.2 ft. - Surface Reinforcement Visible, from 12 to 05 o'clock, within 8 inches of joint: YES

  • Infiltration Runner, at 04 o'clock, within 8 inches of joint: NO

    209.4 ft. - Infiltration Runner, at 04 o'clock, within 8 inches of joint: NO

  • Infiltration Runner, at 04 o'clock, within 8 inches of joint: YES

    265.7 ft. - Infiltration Runner, at 04 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

    331.1 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

All inspections of P09679Work order 911338

Observations (17)

DistanceCodeObservation
0AMHC 0166
2DAGS—
433DAE—
265.7IR—
2SSS—
0MWL—
2SAV—
433SSS—
209.4IR—
433DAGS—
435.7AMHC 0165
331.1SRV—
435.7SAV—
2.6MGO80% MAG COAT
0MWM—
34.2SRV—
2DAE—

Properties (7)

additional_info
630074092721202
custom_field_three
AGGREGATE VISIBLE
custom_field_two
3
customer
1
datetime
2021-09-28T03:07:01-07:00
documentation
PROPIPE
is_lateral_inspection
false