Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 17, 2019, 09:08 AM

  • B 1365_B 1364 _09172019_022800.mp4

Date
09/17/2019
W/O
787657
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z01126
PipeID
P25077
Time
2:08 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6933
Sewer Name
B JOINT OUTFALL B - UNIT 6J
City
PASADENA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
08
Purpose
Routine Assessment
Project
WO_787657_TV30028_SEP2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
16 in.
Width
16 in.
Upstream MH
B 1364
Downstream MH
B 1365
Dir. of Survey
Upstream
Length Surveyed
74.8 ft.
Total Length
74.8 ft.
Structural Index
2
Structural Quick
2311
Structural Rating
7
O&M Index
3
O&M Quick
3B26
O&M Rating
57
Overall Index
3
Overall Quick
—
Overall Rating
64
Pipe schematic from manhole B 1364 to B 1365
MH: B 1364MH: B 1365upstream0 ft. MWLS - Water Level, Sag in pipe, 15 %of cross sectional area, Finish0 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 15 %, within 8 inches of joint: YESR, Finish0 ft. MSA - Survey Abandoned - DEBRIS0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish1.1 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish1.1 ft. DSC - Deposits Settled Compacted, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES5.7 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start14.2 ft. MWLS - Water Level, Sag in pipe, 15 %of cross sectional area, Start19.3 ft. MWL - Water Level, 50 %of cross sectional area24.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start24.4 ft. JOM - Joint Offset Medium67 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"69.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"69.8 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 15 %, within 8 inches of joint: YESR, Start74.8 ft. AMH - Downstream Manhole, Survey Begins - B 136474.8 ft. MWL - Water Level, 35 %of cross sectional area74.8 ft. MGO - Reversal Inspection74.8 ft. MWM - Water Mark, 35 %of cross sectional area74.8 ft. MGO - General Observation - CONNECTION AT 9 O'CLOCK

Observation photos (3)

  • Roots Medium Joint, from 09 to 03 o'clock, 15 %, within 8 inches of joint: YESR, Start

    5 ft. - Roots Medium Joint, from 09 to 03 o'clock, 15 %, within 8 inches of joint: YESR, Start

  • Joint Offset Medium

    50.4 ft. - Joint Offset Medium

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    50.7 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

All inspections of P25077Work order 787657

Observations (19)

DistanceCodeObservation
5.5TFC—
55.5MWL—
0AMHB 1364
50.7DAGS—
7.8TFC—
74.8MWLS—
73.7DSC—
69.1DSC—
74.8RMJ—
0MWL—
50.4JOM—
73.7DSC—
5RMJ—
0MGO—
0MWM—
60.6MWLS—
0MGOCONNECTION AT 9 O'CLOCK
74.8MSADEBRIS
74.8DAGS—

Properties (6)

additional_info
SC378532
custom_field_two
5
customer
LACSD
datetime
2019-09-17T02:08:57-07:00
documentation
PROPIPE
is_lateral_inspection
false