Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 25, 2021, 08:20 AM

  • 32 1191_32 1295_10252021_002907.mp4

Date
10/25/2021
W/O
916875
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00834
PipeID
P19760
Time
1:20 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9471
Sewer Name
32 DISTRICT #26 INTERCEPTOR TRUNK
City
SANTA CLARITA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
WO_916875_TV32031_OCT2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
32 1191
Downstream MH
32 1295
Dir. of Survey
Downstream
Length Surveyed
16.7 ft.
Total Length
16.7 ft.
Structural Index
3
Structural Quick
5232
Structural Rating
20
O&M Index
2
O&M Quick
2300
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
26
Pipe schematic from manhole 32 1191 to 32 1295
MH: 32 1191MH: 32 1295downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 11910 ft. MWL - Water Level, 15 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 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, Start2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 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. MMC - Material Change, Reinforced concrete pipe6.3 ft. MMC - Material Change, Vitrified clay pipe6.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish6.3 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish14 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish16.7 ft. MGO - General Observation - CONN @ MH 3 O'CLOCK/ACTIVE16.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish16.7 ft. AMH - Downstream Manhole, Survey Ends - 32 1295

Observation photos (5)

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

    2 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

    2 ft. - Surface Reinforcement Visible, from 09 to 03 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

  • Material Change, Reinforced concrete pipe

    2 ft. - Material Change, Reinforced concrete pipe

  • Material Change, Vitrified clay pipe

    6.3 ft. - Material Change, Vitrified clay pipe

All inspections of P19760Work order 916875

Observations (15)

DistanceCodeObservation
2SAP—
14SSS—
2SSS—
2SRV—
6.3MMC—
6.3SAP—
0MWM—
0AMH32 1191
16.7MGOCONN @ MH 3 O'CLOCK/ACTIVE
2DAGS—
2MMC—
6.3SRV—
16.7DAGS—
0MWL—
16.7AMH32 1295

Properties (7)

additional_info
630069102521001
custom_field_three
VISIBLE REINFORCEMENT/PROJECTING AGGREGATE
custom_field_two
2
customer
1
datetime
2021-10-25T01:20:59-07:00
documentation
PRO PIPE
is_lateral_inspection
false