Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 14, 2018, 11:12 AM

  • 01 0433_01 0432_2142018_041249.mp4

Date
02/14/2018
W/O
0689084
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00208
PipeID
P00915
Time
3:12 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0736
Sewer Name
01 HOLMES-WILLOWBROOK TRUNK
City
SOUTH GATE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
20180214MDM_HOLMES_WILLOWBROOK_TRUNK
Material
NRCP
Shape
Circular
Height
18 in.
Upstream MH
01 0433
Downstream MH
01 0432
Dir. of Survey
Downstream
Length Surveyed
351.8 ft.
Total Length
351.8 ft.
Structural Index
3
Structural Quick
5141
Structural Rating
16
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
16
Pipe schematic from manhole 01 0433 to 01 0432
MH: 01 0433MH: 01 0432downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:25AM2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTCHED2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG8 ft. MGO - General Observation - MAG COAT 95% START 9:00 TO 3:0011.2 ft. MGP - General Photograph - MAG COAT50.6 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG74.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped79.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped93.9 ft. FL - Fracture Longitudinal, at 11 o'clock, within 8 inches of joint: YES - SLIGHT93.9 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active123.2 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open127.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped170.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped175.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped186.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTCHED229.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped274.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped280.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped351.6 ft. MGO - General Observation - MH CONN 9:00 STUB351.6 ft. MGO - General Observation - MH CONN 3:00 ACTIVE351.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE SEVERE AGG ATTCHED351.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG351.6 ft. MGO - General Observation - MAG COAT 95% START 8:00 TO 4:00351.8 ft. AMH - Downstream Manhole, Survey Ends - 4:55AM

Observation photos (6)

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTCHED

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTCHED

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • General Observation - MAG COAT 95% START 9:00 TO 3:00

    8 ft. - General Observation - MAG COAT 95% START 9:00 TO 3:00

  • General Photograph - MAG COAT

    11.2 ft. - General Photograph - MAG COAT

  • Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    50.6 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTCHED

    186.8 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTCHED

All inspections of P00915Work order 0689084

Observations (26)

DistanceCodeObservation
123.2TFOpen
127.8TFCCapped
93.9FLSLIGHT
351.6MGOMH CONN 9:00 STUB
229.1TFCCapped
351.6MGOMH CONN 3:00 ACTIVE
2SSSPEELING CONCRETE SEVERE AGG ATTCHED
351.6SSSPEELING CONCRETE SEVERE AGG ATTCHED
186.8SSSPEELING CONCRETE SEVERE AGG ATTCHED
0MWM—
8MGOMAG COAT 95% START 9:00 TO 3:00
170.6TFCCapped
0MWL—
50.6SRVSEVERE AGG
93.9TBActive
79.4TFCCapped
11.2MGPMAG COAT
274.5TFCCapped
351.8AMH4:55AM
351.6SAMSEVERE AGG
351.6MGOMAG COAT 95% START 8:00 TO 4:00
2SAMSEVERE AGG
0AMH4:25AM
74.5TFCCapped
280.5TFCCapped
175.8TFCCapped

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTCHED
custom_field_two
2
customer
LACSD
datetime
2018-02-14T03:12:22-08:00
documentation
MARTIN,MANANES
is_lateral_inspection
false