Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 14, 2018, 03:56 PM

  • 05 2665_05 2664_3142018_091500.mp4

Date
03/14/2018
W/O
0674346
Weather
Damp
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00495
PipeID
P26291
Time
8:56 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7654
Sewer Name
05 NORTH TORRANCE TRUNK
City
TORRANCE
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
26
Purpose
Routine Assessment
Project
20180314SHO_NORTH_TORRANCE_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Upstream MH
05 2665
Downstream MH
05 2664
Dir. of Survey
Downstream
Length Surveyed
69.6 ft.
Total Length
69.6 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
2
Pipe schematic from manhole 05 2665 to 05 2664
MH: 05 2665MH: 05 2664downstream0 ft. AMH - Upstream Manhole, Survey Begins - 09150 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 35 %of cross sectional area8.6 ft. MGO - General Observation - 40% MAG COAT INTACT14 ft. CL - Crack Longitudinal, at 04 o'clock, within 8 inches of joint: YES - JOINT TO JOINT69.6 ft. AMH - Downstream Manhole, Survey Ends - 0930

Observation photos (2)

  • General Observation - 40% MAG COAT INTACT

    8.6 ft. - General Observation - 40% MAG COAT INTACT

  • Crack Longitudinal, at 04 o'clock, within 8 inches of joint: YES - JOINT TO JOINT

    14 ft. - Crack Longitudinal, at 04 o'clock, within 8 inches of joint: YES - JOINT TO JOINT

All inspections of P26291Work order 0674346

Observations (6)

DistanceCodeObservation
14CLJOINT TO JOINT
0AMH0915
8.6MGO40% MAG COAT INTACT
0MWM—
69.6AMH0930
0MWL—

Properties (5)

custom_field_three
JOINT TO JOINT LONGITUDINAL CRACK
custom_field_two
3
customer
LACSD
datetime
2018-03-14T08:56:35-07:00
year_laid
20100409