Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 3, 2019, 10:25 AM

  • E 0101_E 0067_06032019_033850.mp4

Date
06/03/2019
W/O
766543
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00030
PipeID
P11299
Time
3:25 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6557
Sewer Name
E JOINT OUTFALL E - UNIT 4
City
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
WO_766543_TV01079_MAY2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
E 0101
Downstream MH
E 0067
Dir. of Survey
Downstream
Length Surveyed
283.8 ft.
Total Length
283.8 ft.
Structural Index
3
Structural Quick
513J
Structural Rating
277
O&M Index
2
O&M Quick
413I
O&M Rating
263
Overall Index
3
Overall Quick
—
Overall Rating
540
Pipe schematic from manhole E 0101 to E 0067
MH: E 0101MH: E 0067downstream0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - E 01010 ft. MGO - General Observation - CONNECTION IN MH 9 OCLOCK0 ft. MWL - Water Level, 25 %of cross sectional area2.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - AT MOUTH OF PIPE2.5 ft. DAGS - Deposits Attached Grease, 0 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2.5 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - AT MOUTH OF PIPE8.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start8.1 ft. DSC - Deposits Settled Compacted, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start8.1 ft. MGO - General Observation - MAG COAT THROUGHOUT PIPE15.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start252.6 ft. DSC - Deposits Settled Compacted, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish282.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish282.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish282.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish283.8 ft. AMH - Downstream Manhole, Survey Ends - E 0067

Observation photos (5)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - AT MOUTH OF PIPE

    2.5 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - AT MOUTH OF PIPE

  • Deposits Attached Grease, 0 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    2.5 ft. - Deposits Attached Grease, 0 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - AT MOUTH OF PIPE

    2.5 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO - AT MOUTH OF PIPE

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

    8.1 ft. - Surface Spalling, from 08 to 04 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

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

All inspections of P11299Work order 766543

Observations (16)

DistanceCodeObservation
283.8AMHE 0067
0MWM—
8.1SSS—
0AMHE 0101
15.3SAP—
282.2SSS—
8.1DSC—
0MGOCONNECTION IN MH 9 OCLOCK
8.1MGOMAG COAT THROUGHOUT PIPE
2.5SAPAT MOUTH OF PIPE
0MWL—
282.2SAP—
282.2DAGS—
2.5DAGS—
2.5SRVAT MOUTH OF PIPE
252.6DSC—

Properties (6)

additional_info
SC377543
custom_field_two
3
customer
LACSD
datetime
2019-06-03T03:25:11-07:00
documentation
PROPIPE
is_lateral_inspection
false