Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 8, 2019, 10:01 AM

  • H 1225_H 1224 _10082019_023403.mp4

Date
10/08/2019
W/O
792811
Weather
Dry
Operator/Surveyor
N.ZAHREDDINE
Sewer ID
Z01182
PipeID
P17649
Time
3:01 AM
Certificate
U-109-7948
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6099
Sewer Name
H JOINT OUTFALL H - UNIT 8K RELIEF
City
AZUSA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
19
Purpose
Routine Assessment
Project
WO_792811_TV15041_OCT2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
H 1225
Downstream MH
H 1224
Dir. of Survey
Downstream
Length Surveyed
550.8 ft.
Total Length
550.8 ft.
Structural Index
3
Structural Quick
3U2U
Structural Rating
547
O&M Index
2
O&M Quick
412U
O&M Rating
222
Overall Index
2
Overall Quick
—
Overall Rating
769
Pipe schematic from manhole H 1225 to H 1224
MH: H 1225MH: H 1224downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 12250 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area1 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COATING THROUGHOUT PIPE2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start8.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start39.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"41.1 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES116.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"138.7 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 4"546.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish550 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish550 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish550.8 ft. AMH - Downstream Manhole, Survey Ends - H 1224

Observation photos (4)

  • Upstream Manhole, Survey Begins - H 1225

    0 ft. - Upstream Manhole, Survey Begins - H 1225

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

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

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

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

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

    41.1 ft. - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES

All inspections of P17649Work order 792811

Observations (16)

DistanceCodeObservation
41.1SRI—
550SAV—
0AMHH 1225
116.5TBA—
550SSS—
9SSS—
2MGOMAG COATING THROUGHOUT PIPE
39.4TBA—
0MWM—
0MWL—
550.8AMHH 1224
1SAV—
138.7TB—
2DAGS—
546.8DAGS—
8.6TB—

Properties (7)

additional_info
SC378446
custom_field_two
3
customer
LACSD
datetime
2019-10-08T03:01:34-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
30904