Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 9, 2019, 03:33 PM

  • H 1229_H 1228 _10092019_232145.mp4

Date
10/09/2019
W/O
792803
Weather
Dry
Operator/Surveyor
N.ZAHREDDINE
Sewer ID
Z01182
PipeID
P17653
Time
8:33 AM
Certificate
U-109-7948
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6103
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
RFIR_WO_792803_TV15222_OCT2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
H 1229
Downstream MH
H 1228
Dir. of Survey
Downstream
Length Surveyed
436.2 ft.
Total Length
436.2 ft.
Structural Index
3
Structural Quick
3[2O
Structural Rating
579
O&M Index
2
O&M Quick
412O
O&M Rating
168
Overall Index
2
Overall Quick
—
Overall Rating
747
Pipe schematic from manhole H 1229 to H 1228
MH: H 1229MH: H 1228downstream0 ft. SAV - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 12290 ft. MGO - General Observation - MAG COAT THROUGHOUT0 ft. MWM - Water Mark, 50 %of cross sectional area27 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start45.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start164 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start348.4 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 4"392.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 4"434.6 ft. MGO - General Observation - MAG COAT THROUGHOUT END436 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish436 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish436 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish436 ft. SAV - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish436.2 ft. AMH - Downstream Manhole, Survey Ends - H 1228

Observation photos (4)

  • Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    0 ft. - Surface Aggregate Visible, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    27 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

    45.1 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

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

All inspections of P17653Work order 792803

Observations (16)

DistanceCodeObservation
436.2AMHH 1228
348.4TFA—
45.1SSS—
0SAV—
436SAP—
0MWL—
436DAGS—
0AMHH 1229
164SAP—
436SSS—
392.7TF—
436SAV—
434.6MGOMAG COAT THROUGHOUT END
0MGOMAG COAT THROUGHOUT
0MWM—
27DAGS—

Properties (7)

additional_info
SC378751
custom_field_two
4
customer
LACSD
datetime
2019-10-09T08:33:38-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
30904