Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 13, 2019, 10:33 AM

  • Section#2_E 0119_E 0118__8132019__I0214.mp4

Date
08/13/2019
W/O
0784628
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00032
PipeID
P11345
Time
3:33 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0214
Sewer Name
E JOINT OUTFALL E - UNIT 5
City
WILLOWBROOK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Routine Assessment
Project
20190813MDM_JOINT_OUTFALL_E_UNIT_5
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Upstream MH
E 0119
Downstream MH
E 0118
Dir. of Survey
Downstream
Length Surveyed
443.8 ft.
Total Length
443.8 ft.
Structural Index
2
Structural Quick
382Q
Structural Rating
204
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
204
Pipe schematic from manhole E 0119 to E 0118
MH: E 0119MH: E 0118downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:40AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT8 ft. SAP - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG8.1 ft. SAP - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG16.6 ft. MGO - General Observation - 60% MAG COAT START30.1 ft. SAP - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG30.1 ft. SAP - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG30.1 ft. MGO - General Observation - 90% MAG COAT START53.6 ft. SSS - Surface Spalling, from 10 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE107.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE257 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE376.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - OPEN381.2 ft. SSS - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE443.2 ft. MGO - General Observation - 90% MAG COAT FINISH443.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE UNDER MAG COAT443.8 ft. AMH - Downstream Manhole, Survey Ends - 4:20AM

Observation photos (7)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    8 ft. - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    8.1 ft. - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • General Observation - 60% MAG COAT START

    16.6 ft. - General Observation - 60% MAG COAT START

  • General Observation - 90% MAG COAT START

    30.1 ft. - General Observation - 90% MAG COAT START

  • Surface Spalling, from 10 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    53.6 ft. - Surface Spalling, from 10 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

    381.2 ft. - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

All inspections of P11345Work order 0784628

Observations (18)

DistanceCodeObservation
30.1SAPSEVERE AGG
30.1SAPSEVERE AGG
0MWM—
16.6MGO60% MAG COAT START
107.8TFACTIVE
443.2MGO90% MAG COAT FINISH
0AMH3:40AM
376.8TFOPEN
381.2SSSPEELING CONCRETE
30.1MGO90% MAG COAT START
0MWL—
8.1SAPSEVERE AGG
257TFACTIVE
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
443.8AMH4:20AM
53.6SSSPEELING CONCRETE
443.2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
8SAPSEVERE AGG

Properties (6)

custom_field_three
SEVERE AGG PROJECTING SPORATIC-90% MAG COAT
custom_field_two
3
customer
LACSD
datetime
2019-08-13T03:33:34-07:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false