Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 16, 2020, 05:45 AM

  • 05 1148_05 1147_12152020_222149.mp4

Date
12/15/2020
W/O
859967
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00436
PipeID
P06387
Time
9:45 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8332
Sewer Name
05 EAST ROSECRANS AVENUE TRUNK, SECTION 1
City
GARDENA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
18
Purpose
Routine Assessment
Project
RFIR_WO_859967_TV05270_NOV2020
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
05 1148
Downstream MH
05 1147
Dir. of Survey
Downstream
Length Surveyed
324.2 ft.
Total Length
324.2 ft.
Structural Index
3
Structural Quick
3L00
Structural Rating
195
O&M Index
3
O&M Quick
3800
O&M Rating
24
Overall Index
3
Overall Quick
—
Overall Rating
219
Pipe schematic from manhole 05 1148 to 05 1147
MH: 05 1148MH: 05 1147downstream0 ft. MGO - General Observation - @ U/S MH - APPARENTLY 2 ACTIVE CONNECTIONS: ONE @ 9 O'CLOCK & ONE @ 3 O'CLOCK0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 05 11480 ft. MWL - Water Level, 20 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start12 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start45.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"52.6 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish145.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"208.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"268.6 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"315.6 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES324.2 ft. MGO - General Observation - ACTIVE CONNECTION AT THE MH 3 OC'LOCK324.2 ft. AMH - Downstream Manhole, Survey Ends - 05 1147324.2 ft. MGO - General Observation - CONNECTION AT THE MH 9 OC'LOCK CAPPED324.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (3)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    12 ft. - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

  • Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES

    315.6 ft. - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES

All inspections of P06387Work order 859967

Observations (16)

DistanceCodeObservation
324.2MGOACTIVE CONNECTION AT THE MH 3 OC'LOCK
324.2AMH05 1147
324.2MGOCONNECTION AT THE MH 9 OC'LOCK CAPPED
268.6TF—
0MGO@ U/S MH - APPARENTLY 2 ACTIVE CONNECTIONS: ONE @ 9 O'CLOCK & ONE @ 3 O'CLOCK
12DSZ—
2SAP—
0MWM—
52.6DSZ—
145.1TF—
315.6FL—
0AMH05 1148
208.2TFC—
324.2SAP—
0MWL—
45.4TFC—

Properties (7)

additional_info
630098121520201
custom_field_three
AGGREGATE PROJECTING
custom_field_two
2
customer
1
datetime
2020-12-15T21:45:02-08:00
documentation
PROPIPE
is_lateral_inspection
false