Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 26, 2018, 11:53 AM

  • Section#1_18 0444_18 0443__7262018__I0042.mp4

Date
07/26/2018
W/O
#
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00675
PipeID
P14295
Time
4:53 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0042
Sewer Name
18 FLORENCE AVENUE TRUNK
City
SANTA FE SPRINGS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
19
Purpose
Routine Assessment
Project
20180726MDM_FLORENCE_AVENUE_TRUNK
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
18 0444
Downstream MH
18 0443
Dir. of Survey
Downstream
Length Surveyed
290.8 ft.
Total Length
290.8 ft.
Structural Index
3
Structural Quick
3K2H
Structural Rating
263
O&M Index
3
O&M Quick
4122
O&M Rating
8
Overall Index
3
Overall Quick
—
Overall Rating
271
Pipe schematic from manhole 18 0444 to 18 0443
MH: 18 0444MH: 18 0443downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:55AM2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG15.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB40.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB58.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG68.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB79.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTCHED92.7 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB116.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB144.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB151.3 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SLIGHT168.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB192.7 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB216.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB240.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB264.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB267.1 ft. MWL - Water Level, 30 %of cross sectional area280.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE290.2 ft. MGO - General Observation - MH CONN 3:00 ACTIVE290.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE290.2 ft. MGO - General Observation - MH CONN 9:00 ACTIVE290.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG290.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE SEVERE AGG ATTCHED290.8 ft. AMH - Downstream Manhole, Survey Ends - 5:45AM

Observation photos (3)

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

    58.4 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTCHED

    79.9 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTCHED

All inspections of P14295Work order #

Observations (26)

DistanceCodeObservation
40.5TFCSTUB
116.6TFCSTUB
0MWL—
15.9TFCSTUB
0MWM—
92.7TFCSTUB
280.2DSZSLUDGE
168.4TFCSTUB
192.7TFCSTUB
216.6TFCSTUB
58.4SAPSEVERE AGG
290.2MGOMH CONN 3:00 ACTIVE
290.2DSZSLUDGE
0AMH4:55AM
79.9SSSPEELING CONCRETE SEVERE AGG ATTCHED
267.1MWL—
144.5TFCSTUB
290.8AMH5:45AM
264.4TFCSTUB
290.2MGOMH CONN 9:00 ACTIVE
290.2SAPSEVERE AGG
68.3TFCSTUB
290.2SSSPEELING CONCRETE SEVERE AGG ATTCHED
240.4TFCSTUB
151.3FCSLIGHT
2SAPSEVERE AGG

Properties (4)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTCHED
custom_field_two
1
customer
LACSD
datetime
2018-07-26T04:53:55-07:00