Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 21, 2020, 09:07 AM

  • 18 0470_18 0469_1212020_011045.mp4

Date
01/21/2020
W/O
0808176
Weather
Light Rain
Operator/Surveyor
MARTIN
Sewer ID
Z00691
PipeID
P14324
Time
1:07 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1332
Sewer Name
18 NORTH PLANT OUTFALL TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
14
Purpose
Capital Improvement Program Assesment
Project
20200117_NORTH_PLANT_OUTFALL_TRUNK
Material
NRCP
Shape
Circular
Height
21 in.
Upstream MH
18 0470
Downstream MH
18 0469
Dir. of Survey
Downstream
Length Surveyed
297.7 ft.
Total Length
297.7 ft.
Structural Index
2
Structural Quick
4125
Structural Rating
14
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole 18 0470 to 18 0469
MH: 18 0470MH: 18 0469downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:10AM0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED8.4 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open28.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - DEEP PEELING CONCRETE61.3 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open61.3 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open70 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Active113.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - THICK PEELING CONCRETE SEVERE AGG ATTACHED119.7 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open168.8 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open199.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED210.5 ft. MWM - Water Mark, 40 %of cross sectional area210.5 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Open222.2 ft. MGO - General Observation - OLD MAG COAT 20% OR LESS THROUGHOUT REACH222.2 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open277.6 ft. MWM - Water Mark, 60 %of cross sectional area277.6 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open297.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG297.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE SEVERE AGG ATT ACHED297.3 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN297.7 ft. AMH - Downstream Manhole, Survey Ends - 1:35AM

Observation photos (7)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

    2.9 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

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

    28.9 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - DEEP PEELING CONCRETE

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - THICK PEELING CONCRETE SEVERE AGG ATTACHED

    113.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - THICK PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

    199.9 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

  • General Observation - OLD MAG COAT 20% OR LESS THROUGHOUT REACH

    222.2 ft. - General Observation - OLD MAG COAT 20% OR LESS THROUGHOUT REACH

All inspections of P14324Work order 0808176

Observations (25)

DistanceCodeObservation
28.9SSSDEEP PEELING CONCRETE
297.7AMH1:35AM
199.9SSSPEELING CONCRETE SEVERE AGG ATTACHED
119.7TFOpen
297.3SAMSEVERE AGG
2SSSPEELING CONCRETE SEVERE AGG ATTACHED
8.4TFOpen
0MWL—
113.8SSSTHICK PEELING CONCRETE SEVERE AGG ATTACHED
168.8TFOpen
297.3SSSPEELING CONCRETE SEVERE AGG ATT ACHED
2SAMSEVERE AGG
61.3TFOpen
297.3MGOConn. @ Mh, 9 O' Clock. OPEN
222.2MGOOLD MAG COAT 20% OR LESS THROUGHOUT REACH
277.6MWM—
277.6TFOpen
2.9SSSPEELING CONCRETE SEVERE AGG ATTACHED
0AMH1:10AM
0MWM—
210.5MWM—
222.2TFOpen
210.5TFOpen
61.3TFOpen
70TFActive

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
1
customer
LACSD
datetime
2020-01-21T01:07:13-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false