Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 26, 2021, 10:02 AM

  • E 0067_E 0066_07262021_031519.mp4

Date
07/26/2021
W/O
901520
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00030
PipeID
P11297
Time
3:02 AM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8686
Sewer Name
E JOINT OUTFALL E - UNIT 4
City
SOUTH LOS ANGELES
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Routine Assessment
Project
RFIR_WO_901520_TV01266_JUL2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
E 0067
Downstream MH
E 0066
Dir. of Survey
Downstream
Length Surveyed
334.9 ft.
Total Length
334.9 ft.
Structural Index
4
Structural Quick
5133
Structural Rating
14
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
20
Pipe schematic from manhole E 0067 to E 0066
MH: E 0067MH: E 0066downstream0 ft. AMH - Upstream Manhole, Survey Begins - E 00670 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area5.4 ft. MGO - General Observation - MAG COATING5.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start120.2 ft. SRV - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES156.5 ft. SRP - Surface Reinforcement Projecting, from 01 to 03 o'clock, within 8 inches of joint: NO228.3 ft. SRP - Surface Reinforcement Projecting, from 01 to 03 o'clock, within 8 inches of joint: NO333.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish333.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish334.9 ft. AMH - Downstream Manhole, Survey Ends - E 0066

Observation photos (5)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    5.4 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

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

    7 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES

    120.2 ft. - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Projecting, from 01 to 03 o'clock, within 8 inches of joint: NO

    156.5 ft. - Surface Reinforcement Projecting, from 01 to 03 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Projecting, from 01 to 03 o'clock, within 8 inches of joint: NO

    228.3 ft. - Surface Reinforcement Projecting, from 01 to 03 o'clock, within 8 inches of joint: NO

All inspections of P11297Work order 901520

Observations (12)

DistanceCodeObservation
333.5SAP—
333.5DAGS—
120.2SRV—
334.9AMHE 0066
0AMHE 0067
5.4MGOMAG COATING
156.5SRP—
5.4DAGS—
0MWL—
0MWM—
7SAP—
228.3SRP—

Properties (7)

additional_info
630138072621202
custom_field_three
REINFORCEMENT PROJECTING
custom_field_two
2
customer
1
datetime
2021-07-26T03:02:07-07:00
documentation
PROPIPE
is_lateral_inspection
false