Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 9, 2018, 07:13 AM

  • 22 0281_22 0280 _08012018_231345.mp4

Date
01/08/2018
W/O
679260
Weather
Light Rain
Operator/Surveyor
B.FUGATE
Sewer ID
Z00793
PipeID
P16567
Time
11:13 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5407
Sewer Name
22 CAMERON TRUNK, SECTS 1,2,&3
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
31
Purpose
Routine Assessment
Project
WO_679260_TV22014_JAN2018
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
22 0281
Downstream MH
22 0280
Dir. of Survey
Downstream
Length Surveyed
243 ft.
Total Length
243 ft.
Structural Index
3
Structural Quick
3I2I
Structural Rating
243
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
243
Pipe schematic from manhole 22 0281 to 22 0280
MH: 22 0281MH: 22 0280downstream0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 22 02810 ft. MWL - Water Level, 10 %of cross sectional area2.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start44.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"77.3 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"98 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"101.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"105.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"150.3 ft. TFA - Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"158.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"162.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"218.1 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES243 ft. AMH - Downstream Manhole, Survey Ends - 22 0280243 ft. MGO - General Observation - CONNECTION AT MH 1 O'CLOCK243 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish243 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish243 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK

Observation photos (3)

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

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

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

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

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

    218.1 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

All inspections of P16567Work order 679260

Observations (19)

DistanceCodeObservation
158.4TFC—
2.5SAP—
0MWM—
243AMH22 0280
2.5SSS—
243MGOCONNECTION AT MH 1 O'CLOCK
162.5TFC—
44.4TF—
150.3TFA—
101.8TF—
105.9TFC—
243SAP—
0AMH22 0281
243SSS—
98TF—
218.1CM—
77.3TF—
0MWL—
243MGOCONNECTION AT MH 3 O'CLOCK

Properties (4)

additional_info
SC346781
custom_field_two
2
customer
LACSD
datetime
2018-01-08T23:13:19-08:00