Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 17, 2019, 09:38 AM

  • H 0609_H 0608 _12172019_013727.mp4

Date
12/17/2019
W/O
798664
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00190
PipeID
P11030
Time
1:38 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7154
Sewer Name
H JOINT OUTFALL H - UNIT 8G
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
24
Purpose
Routine Assessment
Project
RFIR_WO_798664_TV15233_NOV2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Width
42 in.
Upstream MH
H 0609
Downstream MH
H 0608
Dir. of Survey
Downstream
Length Surveyed
821.1 ft.
Total Length
821.1 ft.
Structural Index
3
Structural Quick
3`2`
Structural Rating
815
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
815
Pipe schematic from manhole H 0609 to H 0608
MH: H 0609MH: H 0608downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 06090 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start42.9 ft. MGO - General Observation - MAG COATING THROUGHOUT45.7 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"98.9 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"198.7 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"219 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"339.8 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"412.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"457.9 ft. TBA - Tap Break-In Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"561.4 ft. TBA - Tap Break-In Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"578.4 ft. TBA - Tap Break-In Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"818.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish818.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish821.1 ft. AMH - Downstream Manhole, Survey Ends - H 0608

Observation photos (2)

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

    2 ft. - Surface Spalling, from 09 to 03 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

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

All inspections of P11030Work order 798664

Observations (18)

DistanceCodeObservation
2SSS—
561.4TBA—
412.5TBA—
45.7TBA—
0AMHH 0609
42.9MGOMAG COATING THROUGHOUT
457.9TBA—
339.8TBA—
219TBA—
2SAP—
578.4TBA—
818.8SSS—
0MWL—
98.9TBA—
0MWM—
198.7TBA—
821.1AMHH 0608
818.8SAP—

Properties (7)

additional_info
SC378886
custom_field_two
3
customer
LACSD
datetime
2019-12-17T01:38:14-08:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
27198