Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 17, 2020, 11:40 AM

  • 18 0473_18 0472_1172020_041722.mp4

  • 18 0472_18 0471_1172020_044428.mp4

Date
01/17/2020
W/O
0808176
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00691
PipeID
P14326
Time
3:40 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1331
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
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Upstream MH
18 0472
Downstream MH
18 0471
Dir. of Survey
Downstream
Length Surveyed
220.7 ft.
Total Length
220.7 ft.
Structural Index
5
Structural Quick
5A41
Structural Rating
61
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
61
Pipe schematic from manhole 18 0472 to 18 0471
MH: 18 0472MH: 18 0471downstream0 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. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE6 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES, - LONG CIRCUM REBAR9.7 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - LONG CIRCUM REBAR24.7 ft. SRV - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR27.7 ft. SRV - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR63.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR72.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open104 ft. SRC - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR117.3 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open124.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open177.8 ft. SRC - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR183 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open183.3 ft. SRC - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR195.2 ft. SRC - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR202.3 ft. SRC - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM CORRODED & MISSING217.5 ft. SRC - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REWBAR220 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE220 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVRE AGG220.7 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM

Observation photos (13)

  • 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

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

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

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES, - LONG CIRCUM REBAR

    6 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES, - LONG CIRCUM REBAR

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - LONG CIRCUM REBAR

    9.7 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: YES - LONG CIRCUM REBAR

  • Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    24.7 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    27.7 ft. - Surface Reinforcement Visible, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    63.4 ft. - Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    104 ft. - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    177.8 ft. - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    183.3 ft. - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    195.2 ft. - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM CORRODED & MISSING

    202.3 ft. - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: YES - CIRCUM CORRODED & MISSING

  • Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REWBAR

    217.5 ft. - Surface Reinforcement Corroded, from 02 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REWBAR

All inspections of P14326Work order 0808176

Observations (23)

DistanceCodeObservation
0MWM—
183.3SRCCIRCUM REBAR
183TFOpen
195.2SRCCIRCUM REBAR
72.5TFOpen
63.4SRCCIRCUM REBAR
27.7SRVCIRCUM REBAR
2SAMSEVERE AGG
24.7SRVCIRCUM REBAR
217.5SRCCIRCUM REWBAR
220SSSBLISTERING PEELING CONCRETE
124.8TFOpen
6SRVLONG CIRCUM REBAR
104SRCCIRCUM REBAR
2SSSBLISTERING PEELING CONCRETE
220.7AMH5:00AM
177.8SRCCIRCUM REBAR
117.3TFOpen
0MWL—
220SAMSEVRE AGG
0AMH4:25AM
202.3SRCCIRCUM CORRODED & MISSING
9.7SRVLONG CIRCUM REBAR

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED & MISSING
custom_field_two
1
customer
LACSD
datetime
2020-01-17T03:40:07-08:00
documentation
MARTIN,REVELES,OLIVER 111,IGNACIO
is_lateral_inspection
false