Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 20, 2016, 11:20 AM

  • 05 0346_05 0345_20160120_031900.mp4

Date
01/20/2016
W/O
536429
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00432
PipeID
P05560
Time
3:20 AM
Certificate
U-507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3118
Sewer Name
05 DISTRICT #5 MAIN RELIEF TRUNK
City
HAWTHORNE, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
17
Purpose
Routine Assessment
Project
WO_536429_TV05014_DEC2015
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
05 0346
Downstream MH
05 0345
Dir. of Survey
Downstream
Length Surveyed
661.3 ft.
Total Length
661.3 ft.
Structural Index
1
Structural Quick
511Y
Structural Rating
136
O&M Index
2
O&M Quick
412Y
O&M Rating
266
Overall Index
2
Overall Quick
—
Overall Rating
402
Pipe schematic from manhole 05 0346 to 05 0345
MH: 05 0346MH: 05 0345downstream0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 05 03460 ft. MWL - Water Level, 25 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 8"2 ft. SRI - Surface Roughness Increased, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAGNESIUM H.O. START119 ft. SRV - Surface Reinforcement Visible, from 11 to 12 o'clock, within 8 inches of joint: YES121.6 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"216.3 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"521.4 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"655 ft. SRI - Surface Roughness Increased, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish657.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish661.3 ft. AMH - Downstream Manhole, Survey Ends - 05 0345

Observation photos (5)

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 8"

    2 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 8"

  • General Observation - MAGNESIUM H.O. START

    2 ft. - General Observation - MAGNESIUM H.O. START

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

    121.6 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"

    216.3 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish

    657.7 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish

All inspections of P05560Work order 536429

Observations (14)

DistanceCodeObservation
119SRV—
0MWM—
655SRI—
2DAGS—
121.6TBA—
661.3AMH05 0345
2TBA—
521.4TBA—
2SRI—
2MGOMAGNESIUM H.O. START
216.3TBA—
0AMH05 0346
657.7DAGS—
0MWL—

Properties (6)

additional_info
SC225503
custom_field_two
3
customer
LACSD
datetime
2016-01-20T03:20:25-08:00
documentation
PRO-PIPE
is_lateral_inspection
false