Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 7, 2016, 06:55 AM

  • 02 0355_02 0354 _070616_235634.mp4

Date
07/06/2016
W/O
574757
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00259
PipeID
P02669
Time
11:55 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3560
Sewer Name
02 EAST COMPTON BOULEVARD RELIEF TRUNK
City
BELLFLOWER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
33
Purpose
Routine Assessment
Project
WO_574757_TV02059_JUNE2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
02 0355
Downstream MH
02 0354
Dir. of Survey
Downstream
Length Surveyed
323.6 ft.
Total Length
323.6 ft.
Structural Index
2
Structural Quick
3412
Structural Rating
14
O&M Index
2
O&M Quick
2111
O&M Rating
3
Overall Index
2
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 02 0355 to 02 0354
MH: 02 0355MH: 02 0354downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 03550 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 5 %of cross sectional area5.9 ft. CM - Crack Multiple, from 09 to 01 o'clock, within 8 inches of joint: YES22.5 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES49.1 ft. CM - Crack Multiple, from 08 to 02 o'clock, within 8 inches of joint: YES131 ft. CM - Crack Multiple, from 02 to 05 o'clock, within 8 inches of joint: YES156.9 ft. CC - Crack Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES162.1 ft. CC - Crack Circumferential, from 03 to 05 o'clock, within 8 inches of joint: YES174 ft. RFB - Roots Fine Barrell, from 09 to 03 o'clock, Start186.2 ft. RFB - Roots Fine Barrell, from 09 to 03 o'clock, Finish301.7 ft. RFJ - Roots Fine Joint, from 08 to 02 o'clock, within 8 inches of joint: YES323.6 ft. AMH - Downstream Manhole, Survey Ends - 02 0354

Observation photos (8)

  • Crack Multiple, from 09 to 01 o'clock, within 8 inches of joint: YES

    5.9 ft. - Crack Multiple, from 09 to 01 o'clock, within 8 inches of joint: YES

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

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

  • Crack Multiple, from 08 to 02 o'clock, within 8 inches of joint: YES

    49.1 ft. - Crack Multiple, from 08 to 02 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 02 to 05 o'clock, within 8 inches of joint: YES

    131 ft. - Crack Multiple, from 02 to 05 o'clock, within 8 inches of joint: YES

  • Crack Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES

    156.9 ft. - Crack Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES

  • Crack Circumferential, from 03 to 05 o'clock, within 8 inches of joint: YES

    162.1 ft. - Crack Circumferential, from 03 to 05 o'clock, within 8 inches of joint: YES

  • Roots Fine Barrell, from 09 to 03 o'clock, Start

    174 ft. - Roots Fine Barrell, from 09 to 03 o'clock, Start

  • Roots Fine Joint, from 08 to 02 o'clock, within 8 inches of joint: YES

    301.7 ft. - Roots Fine Joint, from 08 to 02 o'clock, within 8 inches of joint: YES

All inspections of P02669Work order 574757

Observations (13)

DistanceCodeObservation
162.1CC—
0AMH02 0355
49.1CM—
156.9CC—
5.9CM—
186.2RFB—
22.5CM—
174RFB—
301.7RFJ—
0MWL—
323.6AMH02 0354
131CM—
0MWM—

Properties (6)

additional_info
SC305866
custom_field_two
3
customer
LACSD
datetime
2016-07-06T23:55:46-07:00
documentation
PROPIPE
is_lateral_inspection
false