Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 22, 2022, 08:28 AM

  • 32 0229_32 0163_08222022_014427.mp4

Date
08/22/2022
W/O
967380
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00891
PipeID
P19915
Time
1:28 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K10338
Sewer Name
32 VALENCIA TRUNK
City
SANTA CLARITA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
08
Purpose
Routine Assessment
Project
RFIR_WO_967380_TV32044_AUG2022
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Width
21 in.
Upstream MH
32 0229
Downstream MH
32 0163
Dir. of Survey
Downstream
Length Surveyed
29.8 ft.
Total Length
29.8 ft.
Structural Index
3
Structural Quick
5435
Structural Rating
45
O&M Index
2
O&M Quick
4125
O&M Rating
14
Overall Index
3
Overall Quick
—
Overall Rating
59
Pipe schematic from manhole 32 0229 to 32 0163
MH: 32 0229MH: 32 0163downstream0 ft. AMH - Upstream Manhole, Survey Begins - 32 02290 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start5.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start5.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start7.5 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start28.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish28.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish28.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish28.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish29.8 ft. MGO - General Observation - ACTIVE CONNECTIONS IN MH AT BOTH 3 AND 12 O' CLOCK. ALSO A POSSIBLE CONN. IN MH AT 2 O'CLOCK.29.8 ft. AMH - Downstream Manhole, Survey Ends - 32 0163

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

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

    5.6 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

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

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

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

All inspections of P19915Work order 967380

Observations (13)

DistanceCodeObservation
2DAGS—
7.5SRV—
0AMH32 0229
28.1SAP—
28.1SSS—
5.6SSS—
29.8MGOACTIVE CONNECTIONS IN MH AT BOTH 3 AND 12 O' CLOCK. ALSO A POSSIBLE CONN. IN MH AT 2 O'CLOCK.
28.1DAGS—
28.1SRV—
0MWL—
0MWM—
29.8AMH32 0163
5.6SAP—

Properties (8)

additional_info
630098082222001
custom_field_three
VISIBLE REINFORCEMENT/PROJECTING AGGREGATE
custom_field_two
2
customer
1
datetime
2022-08-22T01:28:52-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
26793