Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 30, 2017, 08:43 AM

  • 02 1759_02 1758A _30112017_004434.mp4

Date
11/30/2017
W/O
674573
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00254
PipeID
P04105
Time
12:43 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5055
Sewer Name
02 DOWNEY-BELLFLOWER EXTENSION TRUNK
City
PICO RIVERA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
15
Purpose
Routine Assessment
Project
WO_674573_TV02052_DEC2017
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
10 in.
Width
10 in.
Upstream MH
02 1759
Downstream MH
02 1758A
Dir. of Survey
Downstream
Length Surveyed
283.3 ft.
Total Length
283.3 ft.
Structural Index
2
Structural Quick
2212
Structural Rating
6
O&M Index
1
O&M Quick
1J00
O&M Rating
55
Overall Index
1
Overall Quick
—
Overall Rating
61
Pipe schematic from manhole 02 1759 to 02 1758A
MH: 02 1759MH: 02 1758Adownstream0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MGO - General Observation - CAPPED LATERAL 3 O'CLOCK @ MH0 ft. AMH - Upstream Manhole, Survey Begins - 02 17590 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK3.1 ft. RFJ - Roots Fine Joint, from 08 to 02 o'clock, within 8 inches of joint: YES7.4 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start10.1 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"91.5 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"96.2 ft. CL - Crack Longitudinal, at 08 o'clock, within 8 inches of joint: YES119 ft. CL - Crack Longitudinal, at 02 o'clock, within 8 inches of joint: YES125.6 ft. CC - Crack Circumferential, from 03 to 05 o'clock, within 8 inches of joint: YES132.5 ft. CC - Crack Circumferential, from 07 to 10 o'clock, within 8 inches of joint: YES220.7 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"278.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish283.3 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK283.3 ft. AMH - Downstream Manhole, Survey Ends - 02 1758A

Observation photos (5)

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

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

  • Crack Longitudinal, at 08 o'clock, within 8 inches of joint: YES

    96.2 ft. - Crack Longitudinal, at 08 o'clock, within 8 inches of joint: YES

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

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

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

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

  • Crack Circumferential, from 07 to 10 o'clock, within 8 inches of joint: YES

    132.5 ft. - Crack Circumferential, from 07 to 10 o'clock, within 8 inches of joint: YES

All inspections of P04105Work order 674573

Observations (17)

DistanceCodeObservation
3.1RFJ—
283.3MGOCONNECTION AT MH 9 O'CLOCK
0MWM—
278.5RFJ—
0MWL—
119CL—
0MGOCAPPED LATERAL 3 O'CLOCK @ MH
91.5TF—
132.5CC—
0AMH02 1759
283.3AMH02 1758A
96.2CL—
0MGOCONNECTION AT MH 9 O'CLOCK
220.7TFA—
7.4RFJ—
125.6CC—
10.1TF—

Properties (6)

additional_info
SC346284
custom_field_two
4
customer
LACSD
datetime
2017-11-30T00:43:56-08:00
documentation
PROPIPE
is_lateral_inspection
false