Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 12, 2021, 05:10 AM

  • 32 1174_32 1173_08112021_222719.mp4

Date
08/11/2021
W/O
906609
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00839
PipeID
P19628
Time
10:10 PM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9230
Sewer Name
32 SAN FERNANDO ROAD TRUNK
City
SANTA CLARITA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
RFIR_WO_906609_TV32021_AUG2021
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
32 1174
Downstream MH
32 1173
Dir. of Survey
Downstream
Length Surveyed
598.5 ft.
Total Length
598.5 ft.
Structural Index
3
Structural Quick
3W2W
Structural Rating
595
O&M Index
2
O&M Quick
2W00
O&M Rating
238
Overall Index
2
Overall Quick
—
Overall Rating
833
Pipe schematic from manhole 32 1174 to 32 1173
MH: 32 1174MH: 32 1173downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 11742 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start22.2 ft. MGO - General Observation - MAG COATING THROUGHOUT34.1 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"56.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"156.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"163 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"167 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"275.6 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"392.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"505.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"595 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish595.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish595.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish598.5 ft. AMH - Downstream Manhole, Survey Ends - 32 1173

Observation photos (3)

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

    2 ft. - Surface Aggregate Projecting, from 08 to 04 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

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

  • General Observation - MAG COATING THROUGHOUT

    22.2 ft. - General Observation - MAG COATING THROUGHOUT

All inspections of P19628Work order 906609

Observations (19)

DistanceCodeObservation
34.1TBA—
2SAP—
275.6TBA—
167TF—
163TF—
392.5TBA—
0MWL—
156.2TB—
505.4TBA—
598.5AMH32 1173
0MWM—
0AMH32 1174
2DAGS—
22.2MGOMAG COATING THROUGHOUT
2SSS—
56.4TBA—
595SSS—
595.7DAGS—
595.7SAP—

Properties (7)

additional_info
630069081121201
custom_field_three
PROJECTING AGGREGATE, SPALLING
custom_field_two
2
customer
1
datetime
2021-08-11T22:10:44-07:00
documentation
PRO PIPE
is_lateral_inspection
false