Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 21, 2019, 07:30 AM

  • 22 0327_22 0326 _08212019_005004.mp4

Date
08/21/2019
W/O
782128
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00795
PipeID
P16614
Time
12:30 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 0327
Downstream MH
22 0326
Dir. of Survey
Downstream
Length Surveyed
595.5 ft.
Total Length
595.5 ft.
Structural Index
3
Structural Quick
5F3W
Structural Rating
765
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
765
Pipe schematic from manhole 22 0327 to 22 0326
MH: 22 0327MH: 22 0326downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 22 03272.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.8 ft. MGO - General Observation - MAG COAT THROUGHOUT2.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start57.6 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"157.1 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"162.8 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"244.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"284.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"419 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start593 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish593 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish593 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish595 ft. MGO - General Observation - Roaches at MH > 500595.5 ft. AMH - Downstream Manhole, Survey Ends - 22 0326595.5 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK

Observation photos (4)

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

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

  • General Observation - MAG COAT THROUGHOUT

    2.8 ft. - General Observation - MAG COAT THROUGHOUT

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

    2.8 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

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

All inspections of P16614Work order 782128

Observations (18)

DistanceCodeObservation
0MWM—
157.1TB—
593SSS—
595MGORoaches at MH > 500
0MWL—
0AMH22 0327
595.5AMH22 0326
2.8SAP—
593SAP—
593SRV—
2.8MGOMAG COAT THROUGHOUT
284.3TB—
162.8TB—
244.2TB—
419SRV—
57.6TB—
2.8SSS—
595.5MGOCONNECTION AT MH 3 O'CLOCK

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2019-08-21T00:30:24-07:00
documentation
PRO PIPE
is_lateral_inspection
false