Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 26, 2017, 09:45 AM

  • 02 0314_02 0313_6262017_043046.mp4

Date
06/26/2017
W/O
0647471
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00251
PipeID
P02628
Time
2:45 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0575
Sewer Name
02 DOWNEY-BELLFLOWER TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
19A
Purpose
Routine Assessment
Project
20170626MDM_DOWNEY_BELLFLOWER_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
02 0314
Downstream MH
02 0313
Dir. of Survey
Downstream
Length Surveyed
335.8 ft.
Total Length
335.8 ft.
Structural Index
2
Structural Quick
342B
Structural Rating
44
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
44
Pipe schematic from manhole 02 0314 to 02 0313
MH: 02 0314MH: 02 0313downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. STUB0 ft. AMH - Upstream Manhole, Survey Begins - 4:25AM0.4 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - HAIRLINE0.4 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SLIGHT0.4 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - SLIGHT4.1 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SLIGHT4.1 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H13.2 ft. FC - Fracture Circumferential, from 10 to 01 o'clock, within 8 inches of joint: YES - SLIGHT16.8 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H16.8 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - H21.4 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL21.4 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - H29.2 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H33.2 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H33.2 ft. FC - Fracture Circumferential, from 01 to 04 o'clock, within 8 inches of joint: YES - H37 ft. MWM - Water Mark, 45 %of cross sectional area37.6 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H41.5 ft. FC - Fracture Circumferential, from 09 to 01 o'clock, within 8 inches of joint: YES - H41.5 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - H46.6 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Open48.7 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS48.7 ft. FL - Fracture Longitudinal, at 09 TO 3 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS48.7 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS48.7 ft. FL - Fracture Longitudinal, at 09 TO 3 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS163.6 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Capped192.9 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Open213.9 ft. MGO - General Observation - 18" VCP260.1 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Capped335.4 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 40% SLIGHT AT JOINTS335.4 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 30% HAIRLINE AT JOINTS335.4 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 60% HAIRLINE AT JOINTS335.4 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 30% SLIGHT AT JOINTS335.8 ft. AMH - Downstream Manhole, Survey Ends - 5:10AM

Observation photos (1)

  • General Observation - 18" VCP

    213.9 ft. - General Observation - 18" VCP

All inspections of P02628Work order 0647471

Observations (35)

DistanceCodeObservation
0.4FCHAIRLINE
0MWM—
21.4FCSL
41.5FCH
13.2FCSLIGHT
0MWL—
335.4FC40% SLIGHT AT JOINTS
37MWM—
37.6FCH
0.4FCSLIGHT
41.5FCH
48.7FCHAIRLINE AT JOINTS
4.1FCSLIGHT
335.4FL30% HAIRLINE AT JOINTS
335.4FC60% HAIRLINE AT JOINTS
260.1TFCCapped
0.4FCSLIGHT
192.9TBOpen
16.8FLH
21.4FCH
33.2FCH
213.9MGO18" VCP
335.8AMH5:10AM
0MGOConn. @ Mh, 3 O' Clock. STUB
16.8FCH
46.6TFOpen
48.7FLSLIGHT AT JOINTS
0AMH4:25AM
163.6TFCCapped
48.7FCSLIGHT AT JOINTS
33.2FCH
29.2FLH
48.7FLHAIRLINE AT JOINTS
335.4FL30% SLIGHT AT JOINTS
4.1FCH

Properties (6)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2017-06-26T02:45:33-07:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false