Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 8, 2019, 07:55 AM

  • H 1227_H 1226 _10082019_003150.mp4

Date
10/08/2019
W/O
792811
Weather
Dry
Operator/Surveyor
N.ZAHREDDINE
Sewer ID
Z01182
PipeID
P17651
Time
12:55 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
Sidewalk
Location Code
F
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 1227
Downstream MH
H 1226
Dir. of Survey
Downstream
Length Surveyed
551.1 ft.
Total Length
551.1 ft.
Structural Index
3
Structural Quick
3U2U
Structural Rating
545
O&M Index
2
O&M Quick
412U
O&M Rating
220
Overall Index
2
Overall Quick
—
Overall Rating
765
Pipe schematic from manhole H 1227 to H 1226
MH: H 1227MH: H 1226downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 12272 ft. MGO - General Observation - MAG COATING THROUGHOUT PIPE6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start9.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start52 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"96 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"168.9 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"240.8 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"315.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"351.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"391 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"551 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish551 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish551 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish551.1 ft. AMH - Downstream Manhole, Survey Ends - H 1226

Observation photos (3)

  • Upstream Manhole, Survey Begins - H 1227

    0 ft. - Upstream Manhole, Survey Begins - H 1227

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

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

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

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

All inspections of P17651Work order 792811

Observations (18)

DistanceCodeObservation
351.6TB—
0MWL—
551SSS—
168.9TB—
0MWM—
6SSS—
315.4TB—
6SAP—
551DAGS—
0AMHH 1227
551SAP—
96TB—
9.1DAGS—
551.1AMHH 1226
2MGOMAG COATING THROUGHOUT PIPE
52TB—
391TB—
240.8TB—

Properties (7)

additional_info
SC378446
custom_field_two
3
customer
LACSD
datetime
2019-10-08T00:55:37-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
30904