Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 16, 2020, 07:41 AM

  • 18 0385_18 0384_3162020_004951.mp4

Date
03/16/2020
W/O
0823075
Weather
Heavy Rain
Operator/Surveyor
MARTIN
Sewer ID
Z00690
PipeID
P14219
Time
12:41 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1378
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
20200313MDM_NORTH_NORWALK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
18 0385
Downstream MH
18 0384
Dir. of Survey
Downstream
Length Surveyed
262.4 ft.
Total Length
262.4 ft.
Structural Index
2
Structural Quick
3228
Structural Rating
22
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole 18 0385 to 18 0384
MH: 18 0385MH: 18 0384downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MGO - General Observation - MH CONN 3:00 ACTIVE0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:45AM4.3 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - HAIRLINE7 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SLIGHT9.8 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H16.1 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL19.6 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - SL22.1 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - H24.9 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT FRACTURES AT JOINTS24.9 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS24.9 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Start - SLIGHT FRACTURES AT JOINTS24.9 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Start - HAIRLINE AT JOINTS181.4 ft. MGO - General Observation - OLD DEFECT IN PIPE262.4 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 35% HAIRLINE AT JOINTS262.4 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Finish - 20% SLIGHT AT JOINTS262.4 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Finish - 20% HAIRLINE AT JOINTS262.4 ft. FC - Fracture Circumferential, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 35% SLIGHT FRACTURES AT JOINTS262.4 ft. AMH - Downstream Manhole, Survey Ends - 1:20AM262.4 ft. MGO - General Observation - MH CONN 3:00 ACTIVE

Observation photos (1)

  • General Observation - OLD DEFECT IN PIPE

    181.4 ft. - General Observation - OLD DEFECT IN PIPE

All inspections of P14219Work order 0823075

Observations (21)

DistanceCodeObservation
19.6FCSL
262.4FC35% HAIRLINE AT JOINTS
7FCSLIGHT
24.9FCSLIGHT FRACTURES AT JOINTS
0MWM—
0MGOMH CONN 3:00 ACTIVE
9.8FCH
22.1FCH
262.4FL20% SLIGHT AT JOINTS
262.4FL20% HAIRLINE AT JOINTS
262.4FC35% SLIGHT FRACTURES AT JOINTS
262.4AMH1:20AM
24.9FCHAIRLINE AT JOINTS
262.4MGOMH CONN 3:00 ACTIVE
0MWL—
4.3FCHAIRLINE
16.1FCSL
24.9FLSLIGHT FRACTURES AT JOINTS
0AMH12:45AM
181.4MGOOLD DEFECT IN PIPE
24.9FLHAIRLINE AT JOINTS

Properties (6)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2020-03-16T00:41:15-07:00
documentation
MARTIN,OLIVER 111,CASTILLO
is_lateral_inspection
false