Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 27, 2021, 09:06 AM

  • C 0711_C JOINT_04272021_022510.mp4

Date
04/27/2021
W/O
886170
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00120
PipeID
P20575
Time
2:06 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8746
Sewer Name
C JOINT OUTFALL C - UNIT 3A
City
LONG BEACH
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
18
Purpose
Routine Assessment
Project
RFIR_WO_886170_TV03161_APR2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
72 in.
Width
72 in.
Upstream MH
C 0711
Downstream MH
C JOINT
Dir. of Survey
Downstream
Length Surveyed
88.4 ft.
Total Length
88.4 ft.
Structural Index
3
Structural Quick
593B
Structural Rating
114
O&M Index
4
O&M Quick
4900
O&M Rating
36
Overall Index
3
Overall Quick
—
Overall Rating
150
Pipe schematic from manhole C 0711 to C JOINT
MH: C 0711MH: C JOINTdownstream0 ft. MGO - General Observation - CONNECTION AT THE MH 9 OC'LOCK0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 07110.1 ft. MWM - Water Mark, 55 %of cross sectional area2.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start22.4 ft. IR - Infiltration Runner, at 02 o'clock, within 8 inches of joint: YES44.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish55.1 ft. IR - Infiltration Runner, from 08 to 04 o'clock, within 8 inches of joint: YES, Start81.5 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES88.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish88.3 ft. IR - Infiltration Runner, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish88.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish88.4 ft. AMH - Downstream Manhole, Survey Ends - C 0499

Observation photos (6)

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

    2.1 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

    2.1 ft. - Surface Spalling, 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

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

  • Infiltration Runner, at 02 o'clock, within 8 inches of joint: YES

    22.4 ft. - Infiltration Runner, at 02 o'clock, within 8 inches of joint: YES

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

    55.1 ft. - Infiltration Runner, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES

    81.5 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES

All inspections of P20575Work order 886170

Observations (15)

DistanceCodeObservation
0.1MWM—
44.1SRV—
0MGOCONNECTION AT THE MH 9 OC'LOCK
88.3SAP—
88.3IR—
2.1SRV—
2.1SSS—
22.4IR—
88.4AMHC 0499
55.1IR—
0MWL—
0AMHC 0711
88.3SSS—
2.1SAP—
81.5SRV—

Properties (7)

additional_info
630074042621202
custom_field_three
AGGREGATE PROJECTING/SPALLING/ REINFORCEMENT
custom_field_two
2
customer
1
datetime
2021-04-27T02:06:47-07:00
documentation
PROPIPE
is_lateral_inspection
false