Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 21, 2019, 07:02 AM

  • 22 0328_22 0327 _08212019_002914.mp4

Date
08/21/2019
W/O
782128
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00795
PipeID
P16615
Time
12:02 AM
Certificate
U-115-06022794
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6808
Sewer Name
22 CAMERON RELIEF TRUNK
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
35
Purpose
Routine Assessment
Project
RFIR_WO_782128_TV22121_AUG2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
22 0328
Downstream MH
22 0327
Dir. of Survey
Downstream
Length Surveyed
578.9 ft.
Total Length
578.9 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
10
Pipe schematic from manhole 22 0328 to 22 0327
MH: 22 0328MH: 22 0327downstream0 ft. AMH - Upstream Manhole, Survey Begins - 22 03280 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COAT THROUGHOUT2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start8.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"65.5 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start131.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"140.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"211.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"237.7 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish277.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"317.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"390 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"511.8 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"577 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish577 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish578.9 ft. AMH - Downstream Manhole, Survey Ends - 22 0327

Observation photos (4)

  • 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

  • General Observation - MAG COAT THROUGHOUT

    2 ft. - General Observation - MAG COAT THROUGHOUT

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

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

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

    65.5 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

All inspections of P16615Work order 782128

Observations (19)

DistanceCodeObservation
511.8TB—
277.1TB—
2SAP—
390TB—
8.1TB—
0AMH22 0328
65.5SRV—
0MWL—
211.1TB—
2MGOMAG COAT THROUGHOUT
0MWM—
577SAP—
577SSS—
140.1TB—
131.1TB—
237.7SRV—
317.3TB—
2SSS—
578.9AMH22 0327

Properties (6)

additional_info
MANHOLE ON ISLAND
custom_field_two
2
customer
LACSD
datetime
2019-08-21T00:02:31-07:00
documentation
PRO PIPE
is_lateral_inspection
false