Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 20, 2019, 09:51 AM

  • Section#2_H 0484_H 0483__5202019__I0142.mp4

Date
05/20/2019
W/O
0771738
Weather
Light Rain
Operator/Surveyor
MARTIN
Sewer ID
Z00181
PipeID
P10911
Time
2:51 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0142
Sewer Name
H JOINT OUTFALL H - UNIT 6
City
EL MONTE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
29
Purpose
Routine Assessment
Project
20190521MDM_JOINT_OUTFALL_H_UNIT_6
Material
Reinforced Concrete Pipe
Shape
Circular
Height
51 in.
Upstream MH
H 0484
Downstream MH
H 0483
Dir. of Survey
Downstream
Length Surveyed
369.6 ft.
Total Length
369.6 ft.
Structural Index
3
Structural Quick
3N2N
Structural Rating
368
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
368
Pipe schematic from manhole H 0484 to H 0483
MH: H 0484MH: H 0483downstream0 ft. MGO - General Observation - MH CONN 9:00 OPEN0 ft. AMH - Upstream Manhole, Survey Begins - 4:10AM0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MGO - General Observation - MH CONN 3:00 OPEN0 ft. MWM - Water Mark, 20 %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 COAT2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT2 ft. MGO - General Observation - MAG COAT 95% START77.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG UNDER MAG COAT369.1 ft. MGO - General Observation - 98% MAG COAT FINISH369.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE UNDER MAG COAT369.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG UNDER MAG COAT369.6 ft. AMH - Downstream Manhole, Survey Ends - 4:30AM

Observation photos (4)

  • 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 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

  • General Observation - MAG COAT 95% START

    2 ft. - General Observation - MAG COAT 95% START

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG UNDER MAG COAT

    77.5 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG UNDER MAG COAT

All inspections of P10911Work order 0771738

Observations (13)

DistanceCodeObservation
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
0MGOMH CONN 9:00 OPEN
0AMH4:10AM
0MWL—
2SAPSEVERE AGG UNDER MAG COAT
0MGOMH CONN 3:00 OPEN
77.5SAPSEVERE AGG UNDER MAG COAT
369.1MGO98% MAG COAT FINISH
2MGOMAG COAT 95% START
369.6AMH4:30AM
369.1SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
369.1SAPSEVERE AGG UNDER MAG COAT
0MWM—

Properties (6)

custom_field_three
98% MAG COAT
custom_field_two
4
customer
LACSD
datetime
2019-05-20T02:51:09-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false