Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 5, 2018, 05:58 AM
  • 05 1007_05 1006 _04062018_231212.mp4

Date
06/04/2018
W/O
701088
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00421
PipeID
P06239
Time
10:58 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K5687
Sewer Name
05 AVIATION BOULEVARD TRUNK
City
EL SEGUNDO
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
16
Purpose
Routine Assessment
Project
WO_701088_TV05252_MAY2018
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
05 1007
Downstream MH
05 1006
Dir. of Survey
Downstream
Length Surveyed
338.9 ft.
Total Length
338.9 ft.
Structural Index
3
Structural Quick
413L
Structural Rating
202
O&M Index
2
O&M Quick
2U1J
O&M Rating
279
Overall Index
2
Overall Quick
Overall Rating
481
Pipe schematic from manhole 05 1007 to 05 1006
MH: 05 1007MH: 05 1006downstream0 ft. MWM - Water Mark, 5 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 05 10070 ft. MWL - Water Level, 5 %of cross sectional area2.1 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start6.3 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start21.2 ft. RFJ - Roots Fine Joint, at 12 o'clock, within 8 inches of joint: YES35.9 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start78.2 ft. RFB - Roots Fine Barrell, from 08 to 04 o'clock, Start259.1 ft. FM - Fracture Multiple, from 01 to 03 o'clock, within 8 inches of joint: NO318.1 ft. RFB - Roots Fine Barrell, from 08 to 04 o'clock, Finish318.1 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish318.1 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish338.1 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish338.1 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK338.1 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK338.9 ft. AMH - Downstream Manhole, Survey Ends - 05 1006

Observation photos (5)

  • Deposits Settled Fine,  5 %of cross sectional area, at 06 o'clock,  , within 8 inches of joint: YES, Start

    2.1 ft. - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

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

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

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    35.9 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Barrell, from 08 to 04 o'clock, Start

    78.2 ft. - Roots Fine Barrell, from 08 to 04 o'clock, Start

  • Fracture Multiple, from 01 to 03 o'clock, within 8 inches of joint: NO

    259.1 ft. - Fracture Multiple, from 01 to 03 o'clock, within 8 inches of joint: NO

Observations (16)

DistanceCodeObservation
0MWM
35.9RFJ
2.1DSF
21.2RFJ
318.1RFB
338.1CM
6.3CM
338.1MGOCONNECTION AT MH 3 O'CLOCK
0AMH05 1007
338.1MGOCONNECTION AT MH 9 O'CLOCK
259.1FM
338.9AMH05 1006
318.1DSF
318.1RFJ
0MWL
78.2RFB

Properties (6)

additional_info
SC359344
custom_field_two
1
customer
LACSD
datetime
2018-06-04T22:58:23-07:00
documentation
PROPIPE
is_lateral_inspection
false