Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 15, 2019, 05:52 AM
  • E 0033_E 0031_11142019_223648.mp4

Date
11/14/2019
W/O
792653
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00028
PipeID
P11259
Time
9:52 PM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K7162
Sewer Name
E JOINT OUTFALL E - UNIT 2
City
COMPTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
19
Purpose
Routine Assessment
Project
RFIR_WO_792653_TV01124_OCT2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Width
54 in.
Upstream MH
E 0033
Downstream MH
E 0031
Dir. of Survey
Downstream
Length Surveyed
339.2 ft.
Total Length
339.2 ft.
Structural Index
3
Structural Quick
3221
Structural Rating
8
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
Overall Rating
10
Pipe schematic from manhole E 0033 to E 0031
MH: E 0033MH: E 0031downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - E 00333.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.9 ft. SRP - Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO13.9 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start31.2 ft. MGO - General Observation - CAMERA UNSTABLE DUE TO DEBRIS38.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"337.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish337.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish337.4 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish339.2 ft. AMH - Downstream Manhole, Survey Ends - E 0031

Observation photos (3)

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

    3.9 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

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

  • Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO

    3.9 ft. - Surface Reinforcement Projecting, from 11 to 01 o'clock, within 8 inches of joint: NO

Observations (13)

DistanceCodeObservation
3.9SSS
13.9DSC
337.4SSS
3.9SAP
0MWL
339.2AMHE 0031
337.4SAP
337.4DSC
38.6TB
0MWM
31.2MGOCAMERA UNSTABLE DUE TO DEBRIS
3.9SRP
0AMHE 0033

Properties (6)

additional_info
SC398402
custom_field_two
2
customer
LACSD
datetime
2019-11-14T21:52:40-08:00
documentation
PROPIPE
is_lateral_inspection
false