Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 22, 2017, 07:33 AM

  • 18 0377_18 0376_5222017_003516.mp4

Date
05/22/2017
W/O
0630165
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00690
PipeID
P14211
Time
12:33 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0530
Sewer Name
18 NORTH NORWALK TRUNK
City
NORWALK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
25
Purpose
Capital Improvement Program Assesment
Project
20170522MDM_NORTH_NORWALK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Upstream MH
18 0377
Downstream MH
18 0376
Dir. of Survey
Downstream
Length Surveyed
143.8 ft.
Total Length
143.8 ft.
Structural Index
2
Structural Quick
332A
Structural Rating
33
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
33
Pipe schematic from manhole 18 0377 to 18 0376
MH: 18 0377MH: 18 0376downstream0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:35AM7 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SLIGHT7 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SLIGHT10.5 ft. FC - Fracture Circumferential, from 10 to 01 o'clock, within 8 inches of joint: YES - SL10.5 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - HAIRLINE14.2 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - SL14.2 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL14.7 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H22.5 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - H22.5 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - SL26.7 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL26.7 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - SL30.2 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS30.2 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS30.2 ft. FL - Fracture Longitudinal, at 09 TO 3 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS30.2 ft. FL - Fracture Longitudinal, at 09 TO 3 o'clock, within 8 inches of joint: YES, Start - SLIGHT AT JOINTS39.7 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Capped91.7 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Capped93.8 ft. MGO - General Observation - 15" VCP143.5 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 30% SLIGHT AT JOINTS143.5 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 70% SLIGHT AT JOINTS143.5 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active143.5 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - 50% HAIRLINE AT JOINTS143.5 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - 30% HAIRLINE AT JOINTS143.8 ft. AMH - Downstream Manhole, Survey Ends - 1:05AM

Observation photos (1)

  • General Observation - 15" VCP

    93.8 ft. - General Observation - 15" VCP

All inspections of P14211Work order 0630165

Observations (28)

DistanceCodeObservation
10.5FCSL
0MGOConn. @ Mh, 9 O' Clock. Active
22.5FCH
26.7FCSL
7FCSLIGHT
30.2FCHAIRLINE AT JOINTS
143.8AMH1:05AM
39.7TFCCapped
26.7FCSL
0MWM—
143.5FL30% SLIGHT AT JOINTS
10.5FCHAIRLINE
7FCSLIGHT
93.8MGO15" VCP
143.5FC70% SLIGHT AT JOINTS
14.7FCH
14.2FCSL
143.5MGOConn. @ Mh, 3 O' Clock. Active
30.2FCSLIGHT AT JOINTS
30.2FLHAIRLINE AT JOINTS
30.2FLSLIGHT AT JOINTS
0MWL—
0AMH12:35AM
14.2FCSL
22.5FLSL
91.7TFCapped
143.5FC50% HAIRLINE AT JOINTS
143.5FL30% HAIRLINE AT JOINTS

Properties (6)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2017-05-22T00:33:25-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false