Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 7, 2016, 07:28 PM

  • 19 0064_19 0063_20160307_124528.mp4

Date
03/07/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15095
Time
11:28 AM
Certificate
U507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3218
Sewer Name
19 ELAINE AVENUE TRUNK
City
LAKEWOOD, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
WO_557873_TV19004_2016MAR
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0064
Downstream MH
19 0063
Dir. of Survey
Downstream
Length Surveyed
191.2 ft.
Total Length
191.2 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
5131
O&M Rating
88
Overall Index
2
Overall Quick
—
Overall Rating
90
Pipe schematic from manhole 19 0064 to 19 0063
MH: 19 0064MH: 19 0063downstream0 ft. MGO - General Observation - CONNECTION AT THE MH 3 O' CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 19 00640 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 15 %of cross sectional area1.4 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: NO10.5 ft. IS - Infiltration Stain, from 01 to 05 o'clock, within 8 inches of joint: YES12.1 ft. TBI - Tap Break-In Intruding, at 10 o'clock, -, #v, within 8 inches of joint: NO, 4", 3"16.7 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 4"18.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start33.7 ft. IW - Infiltration Weeper, from 09 to 03 o'clock, within 8 inches of joint: YES61.4 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"65.2 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"79.3 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: NO108.6 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"112 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"164.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"168.9 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"175.2 ft. IG - Infiltration Gusher, at 02 o'clock, within 8 inches of joint: NO188.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish191.2 ft. AMH - Downstream Manhole, Survey Ends - 19 0063

Observation photos (2)

  • Crack Longitudinal, at 02 o'clock, within 8 inches of joint: NO

    1.4 ft. - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: NO

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

    33.7 ft. - Infiltration Weeper, from 09 to 03 o'clock, within 8 inches of joint: YES

All inspections of P15095Work order 557873

Observations (20)

DistanceCodeObservation
79.3ID—
191.2AMH19 0063
175.2IG—
33.7IW—
112TBC—
108.6TBA—
1.4CL—
16.7TB—
168.9TBC—
0MGOCONNECTION AT THE MH 3 O' CLOCK
0AMH19 0064
188.3DAE—
0MWL—
12.1TBI—
164.4TB—
61.4TBC—
18.5DAE—
0MWM—
65.2TBC—
10.5IS—

Properties (6)

additional_info
SC305308
custom_field_two
4
customer
LACSD
datetime
2016-03-07T11:28:24-08:00
documentation
PRO-PIPE
is_lateral_inspection
false