Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 26, 2017, 11:35 PM
  • 17 0021_17 0020 _02082017_040404.mp4

Date
01/26/2017
W/O
618954
Weather
Light Rain
Operator/Surveyor
JUAN B
Sewer ID
Z00668
PipeID
P13745
Time
3:35 PM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K4234
Sewer Name
17 DISTRICT #17 MAIN TRUNK
City
PASADENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 17
Page No.
06
Purpose
Routine Assessment
Project
WO_618954_TV17003_FEB2017
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
17 0020
Downstream MH
17 0021
Dir. of Survey
Upstream
Length Surveyed
356.9 ft.
Total Length
356.9 ft.
Structural Index
3
Structural Quick
3M00
Structural Rating
207
O&M Index
2
O&M Quick
322N
O&M Rating
152
Overall Index
2
Overall Quick
Overall Rating
359
Pipe schematic from manhole 17 0020 to 17 0021
MH: 17 0020MH: 17 0021upstream0 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. AMH - Upstream Manhole, Survey Ends - 17 00210 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish101.9 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 4"121.7 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 4"121.7 ft. RML - Roots Medium Lateral, from 02 to 05 o'clock, 10 %, within 8 inches of joint: NO130.5 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 4"131.1 ft. RML - Roots Medium Lateral, from 03 to 05 o'clock, 10 %, within 8 inches of joint: NO154.1 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 4"179 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 4"190.9 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 4"229.4 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 4"242.5 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 4"315.9 ft. TBC - Tap Break-In Capped, at 03 o'clock, -, within 8 inches of joint: NO, 4"320.2 ft. TBC - Tap Break-In Capped, at 09 o'clock, -, within 8 inches of joint: NO, 4"347.2 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start353.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start356.9 ft. MWL - Water Level, 25 %of cross sectional area356.9 ft. MWM - Water Mark, 25 %of cross sectional area356.9 ft. AMH - Downstream Manhole, Survey Begins - 17 0020

Observation photos (2)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock,  , within 8 inches of joint: YES, Start

    3 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    9.7 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

Observations (20)

DistanceCodeObservation
9.7CM
3DAGS
356.9CM
255TB
235.2TB
0MWL
177.9TB
36.7TBC
235.2RML
127.5TB
41TBC
114.4TB
225.8RML
226.4TB
202.8TB
0MWM
356.9AMH17 0021
166TB
356.9DAGS
0AMH17 0020

Properties (6)

additional_info
SC306736
custom_field_two
4
customer
LACSD
datetime
2017-01-26T15:35:46-08:00
documentation
PROPIPE
is_lateral_inspection
false