Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 21, 2019, 08:45 AM

  • 22 0326_22 0325 _08212019_021104.mp4

Date
08/21/2019
W/O
782128
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00795
PipeID
P16613
Time
1:45 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 0326
Downstream MH
22 0325
Dir. of Survey
Downstream
Length Surveyed
633.6 ft.
Total Length
633.6 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
2
O&M Quick
2111
O&M Rating
3
Overall Index
3
Overall Quick
—
Overall Rating
13
Pipe schematic from manhole 22 0326 to 22 0325
MH: 22 0326MH: 22 0325downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 22 03262 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COAT THROUGHOUT2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start258.7 ft. LR - Alignment Right, 15 %, Start263.4 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"311.8 ft. LR - Alignment Right, 15 %, Finish311.8 ft. LL - Alignment Left, 10 %, Start333.4 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start407.1 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish407.1 ft. LL - Alignment Left, 10 %, Finish407.1 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 8"536.9 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"618.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"630.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish630.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish633.6 ft. AMH - Downstream Manhole, Survey Ends - 22 0325

Observation photos (6)

  • 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

  • General Observation - MAG COAT THROUGHOUT

    2 ft. - General Observation - MAG COAT THROUGHOUT

  • 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

  • Alignment Right, 15 %, Start

    258.7 ft. - Alignment Right, 15 %, Start

  • Alignment Left, 10 %, Start

    311.8 ft. - Alignment Left, 10 %, Start

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

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

All inspections of P16613Work order 782128

Observations (20)

DistanceCodeObservation
633.6AMH22 0325
333.4SRV—
0MWM—
258.7LR—
311.8LR—
0MGOCONNECTION AT MH 3 O'CLOCK
263.4TB—
2SSS—
2MGOMAG COAT THROUGHOUT
630.7SSS—
630.7SAP—
618.3TB—
407.1SRV—
536.9TB—
407.1LL—
0MWL—
2SAP—
311.8LL—
0AMH22 0326
407.1TB—

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2019-08-21T01:45:33-07:00
documentation
PRO PIPE
is_lateral_inspection
false