Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 8, 2016, 05:04 AM

  • 02 0349_02 0348 _070716_220506.mp4

Date
07/07/2016
W/O
574757
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00259
PipeID
P02663
Time
10:04 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3562
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 0349
Downstream MH
02 0348
Dir. of Survey
Downstream
Length Surveyed
430.8 ft.
Total Length
430.8 ft.
Structural Index
3
Structural Quick
3200
Structural Rating
6
O&M Index
1
O&M Quick
1600
O&M Rating
6
Overall Index
2
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole 02 0349 to 02 0348
MH: 02 0349MH: 02 0348downstream0 ft. MWM - Water Mark, 5 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 02 03490 ft. MWL - Water Level, 5 %of cross sectional area71.8 ft. CM - Crack Multiple, from 09 to 01 o'clock, within 8 inches of joint: YES91.2 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES102.5 ft. RFJ - Roots Fine Joint, from 09 to 01 o'clock, within 8 inches of joint: YES106.4 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES118.5 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Start148.4 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish163.5 ft. RFJ - Roots Fine Joint, from 10 to 01 o'clock, within 8 inches of joint: YES176.3 ft. CM - Crack Multiple, from 01 to 04 o'clock, within 8 inches of joint: YES191.2 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Start242.5 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish430.8 ft. AMH - Downstream Manhole, Survey Ends - 02 0348

Observation photos (8)

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

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

  • Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES

    91.2 ft. - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 09 to 01 o'clock, within 8 inches of joint: YES

    102.5 ft. - Roots Fine Joint, from 09 to 01 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES

    106.4 ft. - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    118.5 ft. - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 10 to 01 o'clock, within 8 inches of joint: YES

    163.5 ft. - Roots Fine Joint, from 10 to 01 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 01 to 04 o'clock, within 8 inches of joint: YES

    176.3 ft. - Crack Multiple, from 01 to 04 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    191.2 ft. - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

All inspections of P02663Work order 574757

Observations (14)

DistanceCodeObservation
0MWM—
118.5RFJ—
0AMH02 0349
0MWL—
148.4RFJ—
176.3CM—
91.2RFJ—
102.5RFJ—
106.4RFJ—
191.2RFJ—
163.5RFJ—
430.8AMH02 0348
242.5RFJ—
71.8CM—

Properties (6)

additional_info
SC305868
custom_field_two
4
customer
LACSD
datetime
2016-07-07T22:04:57-07:00
documentation
PROPIPE
is_lateral_inspection
false