Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 14, 2020, 09:59 AM

  • 32 0168_32 0167_09142020_031518.mp4

Date
09/14/2020
W/O
844413
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00891
PipeID
P19919
Time
2:59 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7987
Sewer Name
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_844413_TV32044_AUG2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Width
21 in.
Upstream MH
32 0168
Downstream MH
32 0167
Dir. of Survey
Downstream
Length Surveyed
336.3 ft.
Total Length
336.3 ft.
Structural Index
3
Structural Quick
5L3L
Structural Rating
660
O&M Index
2
O&M Quick
2L00
O&M Rating
134
Overall Index
3
Overall Quick
—
Overall Rating
794
Pipe schematic from manhole 32 0168 to 32 0167
MH: 32 0168MH: 32 0167downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 01680 ft. MWM - Water Mark, 25 %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 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - 65% MAG COAT2 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, Start60.4 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"314.7 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"329.4 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish334.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish334.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish334.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish334.8 ft. MGO - General Observation - CONN @ MH 3 O'CLOCK/ACTIVE336.3 ft. MGO - General Observation - ROACHES @ MANHOLE336.3 ft. AMH - Downstream Manhole, Survey Ends - 32 0167

Observation photos (6)

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

    2 ft. - Surface Spalling, 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

  • General Observation - CONN @ MH 3 O'CLOCK/ACTIVE

    334.8 ft. - General Observation - CONN @ MH 3 O'CLOCK/ACTIVE

  • General Observation - ROACHES @ MANHOLE

    336.3 ft. - General Observation - ROACHES @ MANHOLE

All inspections of P19919Work order 844413

Observations (17)

DistanceCodeObservation
0MWL—
334.8SSS—
336.3MGOROACHES @ MANHOLE
2SAP—
2SSS—
334.8DAGS—
2MGO65% MAG COAT
314.7TBA—
60.4TBA—
329.4SRV—
2SRV—
0AMH32 0168
0MWM—
2DAGS—
336.3AMH32 0167
334.8SAP—
334.8MGOCONN @ MH 3 O'CLOCK/ACTIVE

Properties (8)

additional_info
SC411879
custom_field_three
REINFORCEMENT PROJECTING/AGGREGATE PROJECTING
custom_field_two
2
customer
1
datetime
2020-09-14T02:59:39-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
26793