Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 12, 2017, 04:55 AM

  • 18 0833_18 0832 _20170511_222229.mp4

Date
05/11/2017
W/O
635589
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00708
PipeID
P14696
Time
9:55 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4493
Sewer Name
18 SO WHITTIER OUTFALL TR, SECT 6
City
SANTA FE SPRINGS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
14
Purpose
Routine Assessment
Project
WO_635589_TV18110_MAY2017
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Width
21 in.
Upstream MH
18 0832
Downstream MH
18 0833
Dir. of Survey
Upstream
Length Surveyed
293.4 ft.
Total Length
293.4 ft.
Structural Index
3
Structural Quick
3621
Structural Rating
20
O&M Index
1
O&M Quick
321B
O&M Rating
23
Overall Index
2
Overall Quick
—
Overall Rating
43
Pipe schematic from manhole 18 0832 to 18 0833
MH: 18 0832MH: 18 0833upstream0 ft. AMH - Upstream Manhole, Survey Ends - 18 083353.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"97.3 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish148.7 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish149.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"172 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start176.9 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES179.7 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Start199.3 ft. RFJ - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES251.6 ft. RMC - Roots Medium Connection, from 02 to 04 o'clock, 15 %, within 8 inches of joint: NO251.6 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"251.6 ft. RMC - Roots Medium Connection, from 02 to 04 o'clock, 10 %, within 8 inches of joint: NO282.7 ft. CL - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES293.4 ft. AMH - Downstream Manhole, Survey Begins - 18 0832293.4 ft. MWM - Water Mark, 15 %of cross sectional area293.4 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (6)

  • Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    10.7 ft. - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

  • Roots Medium Connection, from 02 to 04 o'clock, 15 %, within 8 inches of joint: NO

    41.8 ft. - Roots Medium Connection, from 02 to 04 o'clock, 15 %, within 8 inches of joint: NO

  • Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES

    94.1 ft. - Roots Fine Joint, from 04 to 05 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    113.7 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES

    116.5 ft. - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES

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

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

All inspections of P14696Work order 635589

Observations (16)

DistanceCodeObservation
121.4CM—
0AMH18 0832
144.7CM—
94.1RFJ—
41.8RMC—
41.8TF—
0MWM—
116.5FL—
41.8RMC—
293.4AMH18 0833
143.7TFC—
113.7RFJ—
196.1RFJ—
0MWL—
240.2TFC—
10.7CL—

Properties (6)

additional_info
SC345302
custom_field_two
3
customer
LACSD
datetime
2017-05-11T21:55:40-07:00
documentation
PROPIPE
is_lateral_inspection
false