Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 6, 2020, 08:15 AM

  • 16 0574_16 0573_1162020_001831.mp4

Date
11/06/2020
W/O
0854901
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00659
PipeID
P13625
Time
12:15 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1617
Sewer Name
16 LAMANDA PARK TRUNK
City
PASADENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
11
Purpose
Routine Assessment
Project
20201105MDM_LAMANDA_PARK_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Upstream MH
16 0574
Downstream MH
16 0573
Dir. of Survey
Downstream
Length Surveyed
306.8 ft.
Total Length
306.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
3400
O&M Rating
12
Overall Index
3
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole 16 0574 to 16 0573
MH: 16 0574MH: 16 0573downstream0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 11:25AM2 ft. MGO - General Observation - MAG COAT 95% START2 ft. MMC - Material Change, Other (state in comments) - PIPE IS LINER30.6 ft. MGP - General Photograph - LINER UNDER MAG COAT47.5 ft. MGP - General Photograph - PIPE LINER88.8 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - -30% ROOTS88.8 ft. RMC - Roots Medium Connection, from 08 to 10 o'clock, 5 %, within 8 inches of joint: NO97.7 ft. MGO - General Observation - MAG COAT 80%97.7 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6" - Active110.8 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6" - Open167.6 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6" - Open211.7 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6" - Open224.1 ft. TBD - Tap Break-In Defective, at 11 o'clock, -, , within 8 inches of joint: NO, 6" - Open-20% ROOTS224.1 ft. RMC - Roots Medium Connection, from 07 to 11 o'clock, 20 %, within 8 inches of joint: NO264.3 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6" - Open271.7 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 6" - Open306.8 ft. AMH - Downstream Manhole, Survey Ends - 12:50AM

Observation photos (5)

  • General Observation - MAG COAT 95% START

    2 ft. - General Observation - MAG COAT 95% START

  • Material Change, Other (state in comments) - PIPE IS LINER

    2 ft. - Material Change, Other (state in comments) - PIPE IS LINER

  • General Photograph - LINER UNDER MAG COAT

    30.6 ft. - General Photograph - LINER UNDER MAG COAT

  • General Photograph - PIPE LINER

    47.5 ft. - General Photograph - PIPE LINER

  • Roots Medium Connection, from 07 to 11 o'clock, 20 %, within 8 inches of joint: NO

    224.1 ft. - Roots Medium Connection, from 07 to 11 o'clock, 20 %, within 8 inches of joint: NO

All inspections of P13625Work order 0854901

Observations (19)

DistanceCodeObservation
0MWL—
2MGOMAG COAT 95% START
0MWM—
97.7MGOMAG COAT 80%
2MMCPIPE IS LINER
224.1TBDOpen-20% ROOTS
88.8TBD-30% ROOTS
47.5MGPPIPE LINER
97.7TBActive
88.8RMC—
264.3TBOpen
306.8AMH12:50AM
110.8TBOpen
167.6TBOpen
30.6MGPLINER UNDER MAG COAT
224.1RMC—
271.7TBOpen
211.7TBOpen
0AMH11:25AM

Properties (7)

additional_info
PIPE IS LINED
custom_field_three
LINER GOOD COND
custom_field_two
4
customer
LACSD
datetime
2020-11-06T00:15:44-08:00
documentation
MARTIN,OLIVER 111,CASTILLO,RUVALCABA
is_lateral_inspection
false