Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 30, 2016, 09:10 AM

  • D 0185_D 0121_6302016_043840.mp4

Date
06/30/2016
W/O
0574349
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00518
PipeID
P06459
Time
2:10 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0174
Sewer Name
05 SO HAWTHORNE-WARFIELD AV EXT TR, SECT 4
City
REDONDO BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
19
Purpose
Routine Assessment
Project
20160625MDM_SO_HAWTHORNE_WARFIELD_AV_EXT_TR_SECT_4
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
D 0121
Downstream MH
D 0185
Dir. of Survey
Upstream
Length Surveyed
16.8 ft.
Total Length
16.8 ft.
Structural Index
2
Structural Quick
2400
Structural Rating
8
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
2
Overall Quick
—
Overall Rating
11
Pipe schematic from manhole D 0121 to D 0185
MH: D 0121MH: D 0185upstream0 ft. AMH - Downstream Manhole, Survey Ends - 4:50AM-STOPLOG IN PLACE0.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish0.5 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - PIPE PIECES-SLUDGE8.7 ft. MGO - General Observation - 18" VCP10.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start12.8 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - PIPE PIECES SLUDGE12.8 ft. FC - Fracture Circumferential, from 02 to 05 o'clock, within 8 inches of joint: YES - SLIGHT12.8 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SLGHT13.8 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SLIGHT16.8 ft. MWL - Water Level, 5 %of cross sectional area - DRY LINE STOPLOG IN PLACE UPSTREAM16.8 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active16.8 ft. MGO - General Observation - Conn. @ Mh, 6 O' Clock. Active16.8 ft. MWM - Water Mark, 10 %of cross sectional area16.8 ft. AMH - Upstream Manhole, Survey Begins - 4:40AM16.8 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active

Observation photos (3)

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - PIPE PIECES SLUDGE

    4 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - PIPE PIECES SLUDGE

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

    6 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

  • General Observation - 18" VCP

    8.1 ft. - General Observation - 18" VCP

All inspections of P06459Work order 0574349

Observations (15)

DistanceCodeObservation
16.3SSS—
4DSZPIPE PIECES SLUDGE
8.1MGO18" VCP
0MWLDRY LINE STOPLOG IN PLACE UPSTREAM
0MGOConn. @ Mh, 9 O' Clock. Active
0MGOConn. @ Mh, 6 O' Clock. Active
3FCSLIGHT
16.3DSZPIPE PIECES-SLUDGE
16.8AMH4:50AM-STOPLOG IN PLACE
6SSS—
4FCSLIGHT
0MWM—
0AMH4:40AM
0MGOConn. @ Mh, 3 O' Clock. Active
4FCSLGHT

Properties (6)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2016-06-30T02:10:07-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false