Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 10, 2016, 06:07 AM

  • 02 1631_02 1630_09112016_221834.mp4

Date
11/09/2016
W/O
602593
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00235
PipeID
P04068
Time
10:07 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3821
Sewer Name
02 ATLANTIC AVENUE TRUNK
City
EAST LOS ANGELES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
12
Purpose
Routine Assessment
Project
WO_602593_TV02018_NOV2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
02 1631
Downstream MH
02 1630
Dir. of Survey
Downstream
Length Surveyed
328.6 ft.
Total Length
328.7 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
3
O&M Quick
4133
O&M Rating
14
Overall Index
3
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 02 1631 to 02 1630
MH: 02 1631MH: 02 1630downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 16310 ft. MWL - Water Level, 10 %of cross sectional area0.1 ft. MWM - Water Mark, 20 %of cross sectional area9.9 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start76.4 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"120.5 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"120.5 ft. RMC - Roots Medium Connection, at 12 o'clock, 15 %, within 8 inches of joint: NO176.5 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"176.6 ft. RMC - Roots Medium Connection, at 12 o'clock, 25 %, within 8 inches of joint: NO220.7 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"272.9 ft. RFC - Roots Fine Connection, at 12 o'clock272.9 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"319.3 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"321.8 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"323.7 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish328.7 ft. AMH - Downstream Manhole, Survey Ends - 02 1630

Observation photos (5)

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

    9.9 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Medium Connection, at 12 o'clock, 15 %, within 8 inches of joint: NO

    120.5 ft. - Roots Medium Connection, at 12 o'clock, 15 %, within 8 inches of joint: NO

  • Roots Medium Connection, at 12 o'clock, 25 %, within 8 inches of joint: NO

    176.6 ft. - Roots Medium Connection, at 12 o'clock, 25 %, within 8 inches of joint: NO

  • Roots Fine Connection, at 12 o'clock

    272.9 ft. - Roots Fine Connection, at 12 o'clock

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    321.8 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"

All inspections of P04068Work order 602593

Observations (16)

DistanceCodeObservation
321.8TB—
176.6RMC—
9.9CM—
76.4TF—
0AMH02 1631
120.5TF—
176.5TF—
323.7CM—
120.5RMC—
0.1MWM—
272.9RFC—
220.7TF—
272.9TF—
319.3TFC—
0MWL—
328.7AMH02 1630

Properties (6)

additional_info
SC304570
custom_field_two
3
customer
LACSD
datetime
2016-11-09T22:07:22-08:00
documentation
PROPIPE
is_lateral_inspection
false