Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 10, 2018, 11:19 AM

  • F 0316_F 0192_7102018_042236.mp4

Date
07/10/2018
W/O
#
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00046
PipeID
P10324
Time
4:19 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0928
Sewer Name
F JOINT OUTFALL F - UNIT 7D
City
NORWALK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
37
Purpose
Capital Improvement Program Assesment
Project
20180710MDM_JOINT_OUTFALL_F_UNIT_7D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Upstream MH
F 0316
Downstream MH
F 0192
Dir. of Survey
Downstream
Length Surveyed
323.8 ft.
Total Length
323.8 ft.
Structural Index
3
Structural Quick
3222
Structural Rating
10
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
10
Pipe schematic from manhole F 0316 to F 0192
MH: F 0316MH: F 0192downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:25AM0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 95% START 8:00 TO 4:002 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE UNDER MAG COAT8 ft. MGO - General Observation - 33" RCP49.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT92.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped162.7 ft. SAV - Surface Aggregate Visible, from 01 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG162.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active201.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped212.8 ft. MGO - General Observation - 98% MAG COAT316.2 ft. SAV - Surface Aggregate Visible, from 08 to 12 o'clock, within 8 inches of joint: YES - SEVERE AGG323.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE UNDER MAG COAT323.3 ft. MGO - General Observation - MAG COAT 98% FINISH323.8 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM

Observation photos (6)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING BLISTERING CONCRETE UNDER MAG COAT

  • General Observation - 33" RCP

    8 ft. - General Observation - 33" RCP

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT

    49.4 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • Surface Aggregate Visible, from 01 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

    162.7 ft. - Surface Aggregate Visible, from 01 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • General Observation - 98% MAG COAT

    212.8 ft. - General Observation - 98% MAG COAT

  • Surface Aggregate Visible, from 08 to 12 o'clock, within 8 inches of joint: YES - SEVERE AGG

    316.2 ft. - Surface Aggregate Visible, from 08 to 12 o'clock, within 8 inches of joint: YES - SEVERE AGG

All inspections of P10324Work order #

Observations (16)

DistanceCodeObservation
8MGO33" RCP
2MGOMAG COAT 95% START 8:00 TO 4:00
0MWL—
162.7SAVSEVERE AGG
49.4SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
323.3SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
323.3MGOMAG COAT 98% FINISH
0AMH4:25AM
162.8TFActive
323.8AMH5:00AM
201.2TFCCapped
212.8MGO98% MAG COAT
0MWM—
316.2SAVSEVERE AGG
2SSSPEELING BLISTERING CONCRETE UNDER MAG COAT
92.5TFCCapped

Properties (4)

custom_field_three
VISIBLE SEVERE AGG=98% MAG COAT
custom_field_two
3
customer
LACSD
datetime
2018-07-10T04:19:41-07:00