Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 12, 2016, 07:49 AM

  • F 0153_F 0152_12102016_015432.mpg

Date
10/12/2016
W/O
592260
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00038
PipeID
P10185
Time
12:49 AM
Certificate
U-507-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3738
Sewer Name
F JOINT OUTFALL F - UNIT 3C
City
CERRITOS, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
37
Purpose
Routine Assessment
Project
WO_592260_TV02210_SEP2016
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Width
54 in.
Upstream MH
F 0153
Downstream MH
F 0152
Dir. of Survey
Downstream
Length Surveyed
1328.3 ft.
Total Length
1328.3 ft.
Structural Index
3
Structural Quick
3321
Structural Rating
11
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
11
Pipe schematic from manhole F 0153 to F 0152
MH: F 0153MH: F 0152downstream0 ft. MWL - Water Level, 35 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - F 01532 ft. MGO - General Observation - MAG HYDROXIDE COATING START 90%23.2 ft. SSS - Surface Spalling, at 03 o'clock, within 8 inches of joint: NO39.4 ft. SRP - Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO39.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO43.8 ft. SRP - Surface Reinforcement Projecting, at 01 o'clock, within 8 inches of joint: NO815.8 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: YES, 4"1327.8 ft. AMH - Downstream Manhole, Survey Ends - F 01521328.3 ft. MGO - General Observation - MAG HYDROXIDE COATING FINISH

Observation photos (5)

  • General Observation - MAG HYDROXIDE COATING START 90%

    2 ft. - General Observation - MAG HYDROXIDE COATING START 90%

  • Surface Spalling, at 03 o'clock, within 8 inches of joint: NO

    23.2 ft. - Surface Spalling, at 03 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO

    39.4 ft. - Surface Reinforcement Projecting, at 12 o'clock, within 8 inches of joint: NO

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO

    39.9 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Projecting, at 01 o'clock, within 8 inches of joint: NO

    43.8 ft. - Surface Reinforcement Projecting, at 01 o'clock, within 8 inches of joint: NO

All inspections of P10185Work order 592260

Observations (11)

DistanceCodeObservation
0MWL—
43.8SRP—
1327.8AMHF 0152
815.8TF—
1328.3MGOMAG HYDROXIDE COATING FINISH
0MWM—
39.4SRP—
2MGOMAG HYDROXIDE COATING START 90%
39.9SAP—
0AMHF 0153
23.2SSS—

Properties (6)

additional_info
SC303725
custom_field_two
3
customer
LACSD
datetime
2016-10-12T00:49:00-07:00
documentation
PRO-PIPE
is_lateral_inspection
false